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Home My WebLink AboutDEARMOUN LT 13I)eArmoun Lot 13 #018-401-04 MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite On -Site Water & Wastewater System Permit Permit Number: OSP191154 Work Type: WellSeptic Initial Tax Code Number: 01840104000 Site Legal Address: DEARMOUN LT 13 G:2935 Site Mailing Address: 13801 ERVIN RD, Anchorage Owner: DEVON ZONA G Design Engineer: GARNESS ENGINEERING GROUP LTD This permit is for the construction of: Effective Date Expiration Date: Lot Size in Sq Ft: Total Bedrooms: i»ent Department 6/3/2019 6/2/2020 49500 0 Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy Q Private Well ❑ Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Special Provisions: 1. The septic system may not be used until the existing well is decommissioned and the proposed well is drilled. The proposed well does not meet the required separation to the existing septic system and may not be drilled until the new system is in use. There may be a few days between getting the well drilled and getting the new septic system hooked up. 2. A Well Decommissioning Log is required prior to Inspection Report approval. 7/rz1iq Co WeVej ciel/ l"caflo) CDwiler C-6) Received By: a"A Date: �` j/I I Issued By: Date: 5 o&,w DESIGN CRITERIA: GEG, Ltd. HAS AN 8 PAGE SPECIFICATION LETTER THAT PERTAINS TO THIS DESIGN. BY PROCEEDING NUMBER OF BEDROOMS: 5 FORWARD WITH THIS INSTALLATION, THE CONTRACTOR TO HAVE 100' WELL RADII Al GALLONS PER DAY (GPD): 750 ENGINEER, WELL DRILLER, CONTRACTOR AND NORTH LOT LINE FLAGGED BY A PROFESSIO PERCOLATION RATE/S: 10.9 MIN/INCH PROPERTY OWNER AGREE THAT THEY HAVE LAND SURVEYOR PRIOR TO CONSTRUCTIC PROPOSED APPLICATION RATE: 0.8 READ THESE SPECIFICATIONS AND AGREE TO MINIMUM DRAINFIELD SQ.FT.: 937.5 FT' ACCEPT THE TERMS AND CONDITIONS OUTLINED. DRAINFIELD DESIGN: \ MAXIMUM DEPTH: 10 FEET WIDTH: 2.5 FEET LENGTH: 2@35 FEET EACH OR 70 FEET TOTAL EFFECTIVE: 7 FEET ---- ----------___ ACTUAL SQ.FT.: 980 FT' RESERVE SITE 3'+ WAIVER REQUEST PROPOSED DRAINFIELD APPROXIMATE LOCATION OF ABANDONED SEEPAGE PIT ENCOUNTERED DURING INITIAL TESTHOLE EXCAVATION EXISTING SEEPAGE PIT AND SEPTIC C T c� TANK TO BE DECOMMISSIONED PER UPC M ,� �P 14'+ /0 PROPOSED 2 COMPARTMENTC� M M 1530 INFILTRATOR SEPTIC TANK;F-1 ` =. • _ TALL -DOUBLE CLEANOUTS sc—'Za , •DRIVEW . EFORE AND AFTER TANK ' ' EXISTING HOUSE TO BE DEMOLISHED; SEE ATTACHED EMAIL FROM HOMEOWNER ° - " •��'•�� ' �, REGARDING PROPOSED HOME UPGRADE `�' ✓ ' �' i E�INGS cl I .BEDROOM HOI-SE , Q •r .5 • O .:3 --__ EXISTING WELL TO BE DECOMMISSIONED I w W/ �•.: PER MOA ONSITE CODE w DRIVEWAY • ; . - I w f O�JS w ry p apo to W RESERVE DRAINFIED DESIGN CRITERIA: p5 \ NUMBER OF BEDROOMS: 5 r 1 GALLONS PER DAY (GPD): 750 yI PERCOLATION RATES: 10.9 MIN/INCH pO PROPOSED APPLICATION RATE: 5 GPD/FT' MINIMUM DRAINFIELD SQ.FT.: 150 FT' y RESERVE DRAINFIELD DESIGN: 1 'N MAXIMUM DEPTH: 10 FEET \ / WIDTH: 2.5 FEET LENGTH: 11 FEET SCALE:. EFFECTIVE: 7 FEET ACTUAL SQ.FT.: 154 FT' Municipality of Anchorage► P.O. Box 196650 a 4700 Elmore Road Anchorage Alaska 99519-6650 • (907) 343-7904 • Fax (907) 343-7997 hftp://www.muni.org/Onsite Development Services Division On -Site Water and Wastewater Program **** VARIANCE/WAIVER REVIEW **** Waiver#: OSV191022 COSA#: Permit#: OSP191154 PID#:018-401-04 Legal Description: DeArmoun Lt 13 Engineer: Garness Engineering Group Applicant: Zona Devon 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 3.0 feet. This waiver approval applies to the proposed absorption field only. Any future upgradeto the on- site wastewater disposal system will require all separation distances be met or another approval from this department. ......................................-......................................... Waiver is Granted: x Waiver is not Granted: Dates/ �17 Approved by: 9 Name of Reviewer **** VARIANCE/WAIVER REVIEW **** MUNICIPALITY OF ANCHORAGE Community Development Department ® Phone: 907-343-7904 Development Services Fax: 907- 343-7997 On -Site Water & Wastewater Program Mayor Dan SuIINan On -Site Sewer/Well Permit Application For A Single Family Dwelling Parcel I.D. 016-401-00 Property owners) RORY DEVON Day phone 907-230-3851 Mailing address 13801 ERVIN ROAD 'ANCHORAGE, AK 99516 Site address 13801 ERVIN ROAD *ANCHORAGE, AK 99516 Legal description (Sub'd, Block & Lot) DE ARMOUN; LOT 13 Legal description (Township, Section & Range) Lot Size Sq.Ft. Number of Bedrooms 5 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DEWELLING: (0allearappV) Initial ❑ Single Family (SF) Absorption Field ® Upgrade ® (w/wo ADU) Septic Tank ® F1 Duplex (D) ❑ Holding Tank ❑ Renewal Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE/ WAIVER REQUEST FOR: DRAINFIELD TO LOT UNE Distance: ~ 3 Fesi- 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) PermiVRush Fees: Bo`tn Waiver Fees: GZ .157 Date of Payment: 'a((3lJll9 Date of Payment: I/J-vl/9 Receipt Number: �3aReceipt Number: 7 It Permit No. �5Q%9��J Waiver No. Ise,,. amp u►Il nits GARNESS ENGINEERING GROUP, Ltd ENGINEERING SALES CONSULTING r May 31s', 2019 Municipality of Anchorage Development Service Department On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Proposed Well and Septic System Upgrade for De Armoun; Lot 13 To whom it may concern: Per conversations with the owner, the existing home will be torn down and the existing septic system will be decommissioned per upc. In addition, per the request of the homeowner, the existing well will be decommissioned per MOA code and a new well will be drilled to the northeast (see attached design drawings). Per the owner, the new home will be 5 bedrooms, and the new septic system is designed for 5 bedrooms. We are proposing to decommission the existing well and septic systems (per UPC and MOA code) and install a new 1530-gallon two compartment infiltrator septic tank, dual deep trench type drainfields, and drill a new well. Comments regarding the design are summarized as follows: 1. SOILS: See attached 2019 testhole by Garness Engineering Group, Ltd. which shows, soil classification, percolation test and groundwater monitoring. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: There are no surface water concerns. 4. TOPOGRAPHY: There are no topography concerns. S. WAIVERS: We are requesting that your department issue a variance from drainfield to lot line of 3'. The proposed drainfield does not enchroach on the existing drainfield to north. 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 3701 East Tuda Road, Suite 101 ' Anchorage, Alaska 99507-1259 Phone: (907) 337-6179' Fax: (907) 338-3246' Website: www.garnessengineedng.wrn DEARMOUN; LOTS \1 DEARMWN:LOT 11 I I T13NRECTION I 1y RA01U5 27L 2)LOT 21 rtsmu�� / \ I OETRM N; LOT / \ I tOG ""05 / 1 I III'y�TIII7II \ \ 1 WELL US t � '--- / m m / DEARMWN; LOT \ Z // ,\ O / �mm] O\ T12Nn SECTION 52 I N'E4Po�Fp v/ CONF�IRMWELL / _WELLRppWe �-�� APPRO%IWTE LOCATION OF BED ON LOT 10. a OE4RMDUN', LOTS \ / ELL DRILL00 ER TO CONFIRM 10- SEPARATION DISTANCEPRIORTOMBLLINGWELL / I \ /� DEARMOUN; LOT 14 I �\� T12N RGW SECTION 2] // I Po, / I / CEARMOUN. LOT 15 LpT� REM � /s s PACU IIF''TTT I // / WS I. -Icy � - DFARMOUN;LOT3 / two 44 GARNESS ENGINEERING GROUP, Ltd ......•••• . • • .... ENGINEERING -SALES -CONSULTING MIE.R RO .SMEIO-' HOR.WEM9007'M*E1 U7dl1'lF IWR} .'NIDBRE—�— ; • .............. .. ♦ m S / PREPARED FOR: PHONE NWBER: PAGE NUMBER: ' RORY DEVON 907-230-3851 1 OF 2CET785� l.�• - �`\. PROJECMEp DESCRIPTION'. DRAWN BY: DE ARMOUN; LOT 13 D.J.G.• • �� LICENSE OR% B % , �� TYPE OFRK: DATE: SETICSYSTEM DESIGN UPGRADE 4/19/2019 ;rAEccese DESIGN CRITERIA: NUMBER OF BEDROOMS: 5 GALLONS PER MY (GPD): 750 PERCOLATION RATES: 10.9 MN'INCH PROPOSED APPLICATION RATE: 0.8 MINIMUM GRAINFIELD 50 FT: 9375 M DRAINFIELD DESIGN: MAXIMUM DEPTH: 10 FEET WIDTH: 2.5 FEET LENGTH: 2®35 FEET EACH OR ]0 FEETTOTAL EFFECTIVE: 7 FEET ACTUAL SOFT: NO M 31 WAIVER REQUEST PA NUMBER OF BEDROOMS: 5 GALLONS PER DAY (GPD): ]W PERCOLATION RATES: 10.9 MINBNCH PROPOSED APPLICATION RATE: 5 GPDIFT• MINIMUM DRAINFIELD SO FT.: 150 FP MAXIMUM DEPTH : 10 FEET WIDTI'. 25 FEET LENGTH: II FEET EFFECTIVE: ]FEET ACTUAL MM 154 fT i, Lid. HAS AN 8 PAGE SPECIFICATION LETTEI T PERTAINS TO THIS DESIGN. BY PROCEEDIN FORNNRD NTH THIG INSTALLATION, THE IGINEER, BELL DRILLER, CONTRACTOR AID ROPERTY OWNER AGREE THAT THEY HAVE APPROXIMATE LOCATION OF ABANDONED SEEPAGE PR =ON tUYtHVFILATORSEI • I 15301NFILDOUBLE SEPTIC CLEANCUTS ALLEANDA TERRA K EFORE ANO AFTER TPNK E%ISTING HOUSE TO BE DEM ATTACHED EMAIL FROM M REGARDING PROPOSED NO MISTING 5 BEDROOM HOUSE ISTING WELL TO BE DECOMMISSIONED PER MOA ONSITE CODE GARNESS ENGINEERING GROUP, Ltd ENGINEERING- SALES -CONSULTING 1MI.,NWRROM. WARE WI NKWPAOE..V(MO]'PIKKIEIb]I131.1R'I.IWR]]LINO'NEB91R�.PmOOWO�FMmm 'REPARED FOR: PHONE NUMBER: PAGE NUMBER RORY DEVON 907-230-3651 1 2 OF 2 DATELICENSE DESIGN UPGRADE 5/17/2019 1MECCBM `Z Of W G RESERVE DRAINFIED DESIGN CRITERIA: NUMBER OF BEDROOMS: 5 GALLONS PER DAY (GPD): ]W PERCOLATION RATES: 10.9 MINBNCH PROPOSED APPLICATION RATE: 5 GPDIFT• MINIMUM DRAINFIELD SO FT.: 150 FP MAXIMUM DEPTH : 10 FEET WIDTI'. 25 FEET LENGTH: II FEET EFFECTIVE: ]FEET ACTUAL MM 154 fT i, Lid. HAS AN 8 PAGE SPECIFICATION LETTEI T PERTAINS TO THIS DESIGN. BY PROCEEDIN FORNNRD NTH THIG INSTALLATION, THE IGINEER, BELL DRILLER, CONTRACTOR AID ROPERTY OWNER AGREE THAT THEY HAVE APPROXIMATE LOCATION OF ABANDONED SEEPAGE PR =ON tUYtHVFILATORSEI • I 15301NFILDOUBLE SEPTIC CLEANCUTS ALLEANDA TERRA K EFORE ANO AFTER TPNK E%ISTING HOUSE TO BE DEM ATTACHED EMAIL FROM M REGARDING PROPOSED NO MISTING 5 BEDROOM HOUSE ISTING WELL TO BE DECOMMISSIONED PER MOA ONSITE CODE GARNESS ENGINEERING GROUP, Ltd ENGINEERING- SALES -CONSULTING 1MI.,NWRROM. WARE WI NKWPAOE..V(MO]'PIKKIEIb]I131.1R'I.IWR]]LINO'NEB91R�.PmOOWO�FMmm 'REPARED FOR: PHONE NUMBER: PAGE NUMBER RORY DEVON 907-230-3651 1 2 OF 2 DATELICENSE DESIGN UPGRADE 5/17/2019 1MECCBM GARNESS ENGINEERING GROUP, Ltd LEGAL DESCRIPTION: DEARMOUN, LOT 13 PERFORMED FOR: RORY DEVON DATE: 4112019 DEPTH�� DEPI ORGANICS TEST HOLE #1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 SOIL CLASSIFICATIONS GM DEPTH TO DATE GROUNDWATER DRY 411/2019 DRY 4152019 DRY 4/182019 ' J1141 =12 3S-- .5"3 HHN " 4 30 3.25" 2.75" 5 6" lL��fi YHB. • GM DEPTH TO DATE GROUNDWATER DRY 411/2019 DRY 4152019 DRY 4/182019 ' /l!ffV� V` 5� c�Q Pc' scALE: r=too DATE READING CLOCK NET TIME WATER LEVEL TIME (MINUTES) READING NET DROP (INCHES) 4/152019 1 W ' 2 30 2.5" 3S-- .5"3 38" " 4 30 3.25" 2.75" 5 6" 6 10 3.25" 2.75" 19 PERCOLATION RATE 10.9 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.5 FT. AND 5.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES NO SOILS LOGGED BY: DAVIDGARNESS PERCOLATION TEST PERFORMED BY: DAVID GARNESS COMMENTS: PERCOLATION READINGS ARE NATHIN 1116 OF INCH. PERFORMED BY GEG, LM. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PER ORM D IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: MUNICIPALITY OF ANCHORAGE Community Development Department • Phone: 907-343-7904 On -Site Water 8 Wastewater Program Fax 907-343-7997 Septic System Owner -installer Agreement A real estate property owner (Owner) may install their own septic system. The department may issue an approval fora homeowner to perform work on a conventional (not AWWTS) on-site wastewater disposal system to serve that individual's owner -occupied, single-family or duplex home if the homeowner satisfies and agrees to the following requirements. The property owner and excavation equipment operator may perform work on no more than one owner installed project in a 12 -month period. As owner of (legal description) AM, Ronald and Rory Devon 1 agree the following items are true and accurate. 1. My experience installing septic systems is as follows. 2. The name of the excavation equipment operator is. Ronald Devon 3. There will not be compensation for installation services rendered. 4. 1 will be actively involved with the septic system installation at all times. 5. The name of the inspecting engineer is Garness Engineering 6. 1 agree to discuss the following items with the inspecting engineer: a. Permit design criteria and specifications. b. Inspection requirements set forth in AMC 15.65.150. C. 2 -hour minimum advance notice given to the On-site Water & Wastewater Program for all required municipal inspections. 7. 1 agree any changes I make to the items listed above will require a new approval before performing work. 8. 1 agree to have the project -specific On-site Wastewater Disposal System Permit available at the construction site for the duration of all related work. Owner's printed name: rand �iald Devon Owner's signature: Septic Date: 6 :') 49 THS F. SHANE HOLT- oYO.°o. LS6Bu c _n. N8958'37E16700 -F.E 14FpM,LTION HEREON IS FOR THE USE Of LENDING INSTITUTIONS SPECIFICALLY i0 SHOO ANY COM LIM BETWEEN EXISTING STRUCTURES AND PLATTED LOT LINES ANO/CA EASFAEMS; MO 15 NET TO BE USED FOR POSITIONING ADDITIONAL STRUCTURES, IMROVEMENTS, OR FENCELINES. EASEMENTS OF RECORD, OTHER b N THESE APPEARING DN THE RECORD PLAT . ARE NOT SMMI HEREM f UNLESS INDICATED) NOTE: FEZLINES THAT NAY APPEAR M THIS ONWING ARE NOT TO BE USED TO DETEDWE aNCPER7',INfS OR POSITION ADDITIONAL IMPROVEMENTS. L.J.N HEREON MY BE APPROXDATE WE TO EXCESSIVE 9KM OO/OR ICE. 0 NOFr REF:R FORUFm 50FR AO RfcAROaG ACWE HKNIAILMY, AQFfASTNEWCY[OF 13 AS -BUILT SURVEY 1" = 30' I HEREBY CERTIFY THAT I HAVE PERFORMED A SURVEY )F THE FOLLOWING DESCRIBED PROPERTY LOT i; OEARMOUNSUB. DNCHORAGE RECORDING DISTRICT, ALASKA, AND THAT THE VISIBLE IMPROVEMENTS SITUATED THEREON ARE WITHIN THE PROPERTY LINES AND NO VISIBLE ENCROACHMENTS EXIST OTHER THAN NOTED. )ATED AT ANCHNAGE,ALASKA THIS 28 TH DAY OF MARCH . 2019 HOLT LDO SURVEYING 93M GROVER DRIVE 41]MAfE,AN 99507 GREt"`R ANCHORAGE AREA BOR'GH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAMEdeZOy< MAILING ADD RES S40!�X-hyo-rew-Otlw- ��41 DISTANCE FROM: PHONE JjPW !!L'w LOCATIONLEGAL DESCRIPTION LOT/� i�7S2?I�Olir/sd6 SEPTIC TANK: DISTANCE NUMBER OF FROM WELL - MANUFACTURER-r7-7;-� _$� MATERIALCOMPARTMENTS Cp. 4/.="OA- tV~ 4e-,C- INSIDE GLINSIDE LENGTH '-' INSIDE WIDTH ""- LIQUID DEPTH -" I IQUID CAPACITY 2000 GALLONS. SEEPAGE PIT: NUMBER OF PITS '*' DIAMETER OR WIDTH/ -4, LENGTHLE, DEPTH X1- X -Z /cam .X Of! LINING MATERIAL 4F7I0rAr4 CRIB SIZE: DIAMETER f DEPTH DISTANCE FROM: WELL -G O �4 TOTAL EFFECTIVE BUILDING FOUNDATIONIEZ , NEAREST LOT LINE ABSORPTION AREA (WALL AREA) 9G SQ. FT. ADDITIONAL ABSORPTION WELL: DISTANCES: ---4Z ter`- DIAGRAM OF SYSTEM ,*P- 7V Crzw'a17- 1 ..'&4. INSTALLED BY: ti r c3i, PIPE MATERIAL: !O� LOT SLOPE:��✓�L- REMARKS: -4=2-27_G I L.twi.✓ .t. DATE / 7 %1 APPROVED Form No. EQ -031 n✓v ocvlr..n I ,p A. G.A.A.B. TYPE ��✓iY� CONSTRUCTION DEPTH ��41 DISTANCE FROM: BUILDING i FOUNDATION NEAREST NEAREST i SEPTIC LOT LINE, SEWER LINE �� SEEPAGE '� , TANK SYSTEM �'_ CESSPOOL A'=, OTHER SOURCES ��ON� ��<✓.!/ d7/�%l �'�i�T�7U /PSC/�Acyfi/1/�17/Fs��1i v APPROVED. DISAPPROVED REMARKS DISTANCES: ---4Z ter`- DIAGRAM OF SYSTEM ,*P- 7V Crzw'a17- 1 ..'&4. INSTALLED BY: ti r c3i, PIPE MATERIAL: !O� LOT SLOPE:��✓�L- REMARKS: -4=2-27_G I L.twi.✓ .t. DATE / 7 %1 APPROVED Form No. EQ -031 n✓v ocvlr..n I ,p A. G.A.A.B. GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY 1110 •'C'• STREET ANCHORAGE, ALASKA 99501 TELEPHONE 274.4561 SEWAGE DISPOSAL SYSTEM — APPLICATION AND PERMIT NAME OF APPLICANT G I4OWd L LQK Veil • L MAILING ADDRESS„"" & Z?O PERMIT NO. INSTALLATION LOCATION LEGAL DESCRIPTION INSTALLATION OF: SEPTIC TANK ✓ //nJ �SEEPAGE PIT'�Q� DRAIN FIELD OTHER TYPE AND SIZE OF FACILITY TO BE SERVED 2.+p a!� ml/� /T FINANCED THROUGH TO BE INS ALLED BY SOIL TEST RESULTS NOTE, THIS PERMIT IS NOT VALID WITHOUT SOIL TEST COMPLETION DATE ANTICIPATED FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPTIC TANK S MINIMUM DISTANCES. REQUIREMENTS FOUNDATION TO SEPTIC TANK S J .T f FOUNDATION TO SEEPAGE PIT `O DRAIN FIELD SEPTIC TANK TO SEEPAGE PIT WALL I (n�SSEPTIICC, TANK ] . SEEPAGE PIT 0 DRAIN FIELD �LIIL 0FEPTIC TANK W L SEEPAGE PIT DRAIN FIELD ALSO CONSIDER AREA WELLS. i WATER MAIN TO SEPTIC TANK O SEEPAGE PIT DRAIN FIELD �T / SEPTIC TANK. SEEPAGE PIT Ov DRAIN FIELD TO RIVER. LAKE. STREAM. AREA SIZE 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. GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. N./f///n G.A.A.B. OR LICENSED DESIGNER 1 CERTIFY THAT I AM FAMILIAR WITH THE REOUIREMENTS OF DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. DAT! APPLICANT'S SIGNATURE IORM NO. EO -010 TYPE DIAGRAM OF SYSTEM AREA REESA BOROUGH yORDINANCE NO. �2�8-668/AND THAI r*�1 Mr. Lloyd Lauritz Box 290 Star Route A Anchorage, Alaska Subject: Seepage Pit Analysis/Lot 13 DeArmoun Subdivision Dear Mr. Lauritz: Following are the results of my inspection of the soil for your proposed seepage pit. 0' - 2.5', F-4, Overburden, brown silt, damp/ML 2.5' - 4.5' NFS, Gravelly sand, 2" maximum, damp/SW 4.5' -16.0' F-4, brown -grey, Gravell silt, random cobbles to 12", maximum grave size = 3", SM/ML No water table encountered. Seepage area ML @ 275 sq.ft./bd.rm. Seepage area SW @ 125 sq.ft./bd.rm. Seepage area SM/ML @ 260 sq.ft./bd.rm. For the following calculations, the top 2' and bottom 4' of material is not included as contributing seepage area. The prorated side area required for 10' of effective depth (12' total depth), is 235± sq. ft./bedroom. For your 2 bedroom home, 470 sq.ft. is required or a 12"x 12' seepage side wall area. The test pit location roughly is adjacent to your north property line, and about 150' east of your west property line. Plbase call if we can be of further help. Sincerely, ALASKA TESTLAB �ames Schekel .E. JLS:das MEMBER Z aa93aa V Nolffaa ID 9 TESTING 9 EXPLORATION • CHEMICAL • MATERIALS 9 INSPECTION 1940 POST ROAD 279-2581 ANCHORAGE. ALASKA uu/l lima 99501 August 14, 1973 W.O. 16185 Mr. Lloyd Lauritz Box 290 Star Route A Anchorage, Alaska Subject: Seepage Pit Analysis/Lot 13 DeArmoun Subdivision Dear Mr. Lauritz: Following are the results of my inspection of the soil for your proposed seepage pit. 0' - 2.5', F-4, Overburden, brown silt, damp/ML 2.5' - 4.5' NFS, Gravelly sand, 2" maximum, damp/SW 4.5' -16.0' F-4, brown -grey, Gravell silt, random cobbles to 12", maximum grave size = 3", SM/ML No water table encountered. Seepage area ML @ 275 sq.ft./bd.rm. Seepage area SW @ 125 sq.ft./bd.rm. Seepage area SM/ML @ 260 sq.ft./bd.rm. For the following calculations, the top 2' and bottom 4' of material is not included as contributing seepage area. The prorated side area required for 10' of effective depth (12' total depth), is 235± sq. ft./bedroom. For your 2 bedroom home, 470 sq.ft. is required or a 12"x 12' seepage side wall area. The test pit location roughly is adjacent to your north property line, and about 150' east of your west property line. Plbase call if we can be of further help. Sincerely, ALASKA TESTLAB �ames Schekel .E. JLS:das MEMBER "�, .--ter GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3330 "C" Street, Anchorage, Alaska 99503 274-4561 Date Received -3- L - %75 Time of Inspection /�l✓1�ri�� Date of Inspection REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES FOR 1. Approval requested by: � T /� Mailing Address: -S-z,3 Gc% ��'� Cl�cc • Phone: ICi 7-4o syt3 2. Property Owner: . _j\ - - - Phone: 3,1 - 91 Mailing Address: 5. �, A• /�s�L 90 3. Legal Description: 1.3 s, 4. Location: c . «-nJ 4- , 5. Type of facility to be inspected F,/ No. of bedrooms z - 6. Well Data: tl A. Type • - B. Depth 30 C. Construction G C D. Bacterial Analysis 7. Sewage Disposal System: A. Installed ,f A717'J B. Installer ✓ C. Septic Tank: I. Size /v-o—a 2. Manufacturer D. Seepage Pit: 1. Absorption Area r74 i 2. Material E. Disposal Field: Total length of lines 8. Distances: A. Well to: Septic tank 30 � + , Absorption area / 0 0 ��`-, Sewer Lines Nearest lot line /0 �-� Other contamination /foi✓- /L1VfAaW B. Foundation to septic tank .s- / 74-, Absorption area ,2 7 C. Absorption area to nearest lot line /6 " EQ -034 (1/74) Page 1 of two pages i r1 n GREATER ANCHORAGE ARBA 002OUGII Department of Environmental Quality 3330 "C" St., Anchorage, Alaska 99503 - 274-4561 REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & NATER FACILITIES 1. Type of Inspection: CMRO VA Xx FHA CONV 2. Property Owner: Lloyd L. Lauritz & Ada H. Lauritz husband and wife iz Mailing Address: Route 2, Box 192, Deming, N.M. Day Phone J. 3. Name of Buyer: Samuel W. & Bertha L. Marshall Mailing Address: 1323 Chirikof, Anchorage Day Phone 279-1145 4. Name of Lending Institution: Spokane Mortgage Co. Mailing Address: 523 West 8thKvenue Phone 277-0543 5. Name of Realtor or Agent: none Mailing Address: Phone 6. 7 S 0 Legal Description: Lot 13, of the DeArmoun Subdivision Location: NHN Erwin Road, Anchorage, Alaska 99507 Type of Facility to be inspected: 2 No. Bdrms. Water Supply Type of Supply: Public Utility Individual xx If Individual, number of dwellings presently served 1 If Individual, depth of tell Sewage Disposal -System Type.of System: Public Utility Individual (on-site) xx If Individual, date of installation Page 2 of two pages - Rest for Approval of Individual "'�r & Water Facilities Legam Description Comments 13 Approved �. ,,c � Disapproved Date .3 ,7j — 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 accurate representation of the subject sewer and water facilities and these facilities are operating satisfactorily. SIGNED Date EQ -034 (1/74) r1, GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3330 "C" Street, Anchorage, Alaska 99503 274-4561 Date Received February 27, 1976 LO,r�(�. Time of Inspection Date of Inspection REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES FOR requested by: 3201 Mailing Address: ` V.A. Spokane Mortgage Company C Street, Suite 25A Phone: 274-7270 2. Property Owner: Sam Marshall Phone: 279-1145 3. 4 Mailing Address: Star Route A Box 290 Legal Description: Lot 13 De Armoun Subdivision Location: Erwin Road, runs west off De Armoun Road 5. Type of facility to be inspected Single Family No. of bedrooms 6. Well Data: Individual A. Type &4A9,Q B. Depth 50 C. Construction Q D. Bacterial Analysis 7. Sewage Disposal System: On-site system. ; A. Installed 8-17-73 B. Installer C. Septic Tank: 1. Size D. Seepage Pit: 1. Absorption Area E. Disposal Field: Total length of lines 8. Distances: 2. Manufacturer 2. Material A. Well to: Septic tank , Absorption area Sewer Lines Nearest lot line Other contamination B. Foundation to septic tank Absorption area C. Absorption area to nearest lot line EQ -034 (1/14) Page 1 of two pages n n MUNICIPALITY OF ANCHORAGE GREATER ANCHORAGE ARE r,7 �ErAZTANMSEI,,7 OF HEALTH $ ENVIRO:NTAL PROTECTION Department of Environmental Quality 3330 "C" St., Anchorage, Alaska 99503 - 274-456FE8 2 71976 REQUEST FOR APPROVAL OF RECEIVED INDIVIDUAL SE41ER & WATER FACILITIES 1. Type of Inspection: CMRO VA xx FHA CONY 2. Property Owner: Sam Marshall it flailing Address: S.R.A. Box 290 Day Phone 279-1145 �• 3. Name of Guyer: Merle Reynolds flailing Address: 3304 Turnagain, Apt. 02 Day Phone -7%0 4. Name of Lending Institution: Spokane Mortgage Co. flailing Address: 3201 "C" Street, Suite 250 Phone 277-0543 5. Name of Realtor or Agent: N/A Mailing Address: Phone 0 6. Legal Description: Lot 13, DeArmoun Subdivision Location: Erwin Road — runs west off DeArmoun Road 7. Type of Facility to be inspected: G. Water Supply Type of Supply: Public Utility single family No. Gdrms. 2 Individual Xx If Individual, number of dwellings presently served 1 If Individual, depth of well 500 9. Sewage Disposal -,System Type.of System: Public Utility Individual (on-site) 3X If Individual, date of installation 8/17/73 F... . Page 2 of two pages - Rec'"�; for Approval of Individual fes/* b Water Facilities I,,V Description Lot 13 De Armound Subdivision Comments rLIV7_1 Approved Disapproved Date 3-1_5_2C Appr liValid 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 accurate representation of the subject sewer and water facilities and these facilities are operating satisfactorily. SIGNED Date EQ -034 (1/74) New Seward -Highway to De Armoun Road, go about -i mile -to -Erwin Road it -is a dead end road, sign on•telephone pole, -Cab Book -calls is Ervin goes to the -left, -3rd house on -right, green with chain link fence around it. Mrs. Reynolds will be thereto meet you.-- - - r I GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3500 Tudor Road, Anchorage, Alaska 99507 279-86/96 Date Received 1. Anproval Requested A:1slr"s 2. Property Owner: Time of Inspection / Date of Inspection d f /7, REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES 41 uvne IJ10141—r/ 3. Legal Description: O4.4' / d. Loeet-one grt„i,� iC'_eC 5. Type of Facility to be Inspected:„ Numhor of Bedrooms: 1 6. Well Data: A. Type B. Depth _5 C. Construction D. Bacterial Analysis 7. Sewage Diw"sal Systeme A. Installed ' Installer C. Septic Tank: 1. Size 2. Manufacturer D. Seepage Pit: I. Size 2. Material/Q//j6«ice/ E. Disposal Field: Total Length of Lines 8. Distances: ��i T!' / A. Well Toe Septic Tank Absorption Absorption Area / fjC, Sewer Lines p0, Nearest Lot Line 0- , Other Contamination1�h/uv�N . S. Foundation to Septic Tank1> Absorption Area C. Absorption Area to Nearest Lot Line�/�*/.+y 1, IV � Request for Approval or 1P'�tiousi newer o name: reosaaris�`'� PAge Two 9. Comments: Lrtt nr �r-cft Tt r X- fyi� �. ,fyiTy�• . .Qr�/c'%� ;z� c�i�ii� _-sc�-�.. - �✓ter.-ryfrr�� -a,�-.. Apnrovtl Disapproved Date 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 an,f accurate representation of the suhiect sewer and water facilities located at: Signed Date r. August 3, 1973 Cledia Warnecke SKYWAY REALTY COMPANY 3202 Spenard Road Anchorage, Alaska 99503 Re: On-site sewer and water facilities Lot 13, Dearmoun Subd., 2 bdrm. single fam. Property owners: Lloyd L. b Ada Lauritz Dear Ms. Warnecke: At your request, this department inspected the sewer and water facilities at the above location on August 1. 1973. The 50' individual well is of approved construction. A water sample was obtained and the bacterial analysis sat- isfactory. The sewer system is disapproved by this department for the following reasons: I. It is questionable if there is a septic tank. 2. The seepage pit or cesspool has water standing high in the 4" cleanout pipe indicating the system is plugged sufficiently and draining slowly. 3. The well is located 90' to 94' from the sewer system falling short of the 100' minimum re - requirement. For this department's approval, a new sewer system will have to be installed, a Borough permit obtained to in- stall, and the system inspected prior to backfilling it over. The existing system will have to be.pumped and filled in with earth or rock. If you have questions. please do not hesitate to contact US. Sincerely. C.S. McKechnie. ENVIRONMENTAL CONTROL OFFICER CC: First National Bank of Alaska mom The health eutherity sh"Id complete the oppreplate oPInIM statement ober* and eflla tote, signature and HHe In the pates pevlcled. Use of the above tail /w Meelth Dgertmeof Inspeetar's thatch as well as ttte of the bask of this sena Is a1 the oplen of the "With eetherky. PART 111. -FOR USE OF FHA OFFICE TO THE CHRF UNDERWRITERt I have reviewed the foregoing and the pertinent FHA Compliance Inspection Report, and recommend that the Individual witer•supply system be considered a Acceptable ❑ Not Acceptable' Sewage disposal be considered E] Acceptable E] Not Acceptable. GATT SIGNATURE 1' CHIEF ARCHITECT i DEPUTY F04 CH11f ARCHITICT HEALTH AUTHORITY APPROVAL FMA Form 2373� INDIVIDUAL WATER SUPPLY AND SEWAGE DISPOSAL SYSTSM a«. Aar ossa / Properties in mighbothoal ❑ are ❑ arc not being developed with both individual water -supply and sewage -disposal systems. - Ott size: feet wide, feet deep. Dwelling set back from front property line feet. Individual water supply from: ❑ Drilled well. ❑ Driven well. ❑ Dug well. ❑ Bored well. Distance of well from Building fwndation, feet; nearest lot line at ❑ front, ❑ side, ❑ rear, feet cast iron scwcr, feet•, rile sewer, fent; septic tank, feet; disposal held, feet; seepage Pit, feet; cesspool, feet; other sources of possible pollution, feet: Wen conswwctwnt . . Diameter, inches. Tout depth, feet. Type of casing, Depth of casing, feet. Approximate depth to pumping level of water in well fat. Approximate yield, gallons per minute. Sealed watertight to depth of fen. - Exterior space around casing sealed with: ❑ Cement grout. ❑ Puddled clay. ❑ Ordinary backfill. Well cover: ❑ Concrete. ❑ Wood. ❑ Metal. Openings in well cover watertight: ❑ Yes. ❑ No. Pump ❑ Shallow well. ❑ Dap well. Length of drop pipe, fen. Pump capacity, gallons per minute. I Located in: ❑ Basement. ❑ Pumproom off basement. ❑ Pumplimse above 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 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. ❑ Local Health Authority. Inspected by. - Date of inspection (rrtu) F \ I \ 61•o sasoee