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Home My WebLink AboutDRAKE BLK 1 LT 4brake Block 1 Lot 4 #017-461-20 On -Site Wastewater Disposal System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP151343 Tax Code Number: 01746120000 Work Type: Septic Upgrade Permit Effective Dates: October 19, 2015 to October 18, 2016 Design Engineer: GARNESS ENGINEERING GROUP LTD Subdivision: DRAKE Site Legal Address: DRAKE BLK 1 LT 4 G:2834 Owner/Address: BYRD DAVID L & SUE S 2900 EAST HUFFMAN ROAD ANCHORAGE AK 995162017 Site Mailing Address: 2900 HUFFMAN RD, Anchorage This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy All construction must be in accordance with: Lot Size in Sq Ft: 83807 Total Bedrooms: 3 N Private Well N Water Storage 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 must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Received B) Issued By: C'oI itfv,us 4t 4�.�c4k-v�k. MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Fax: 907- 343-7997 On -Site Water & Wastewater Program —: m. Mayor Dan Sullivan �UL„ y; On -Site Sewer/Well Permit Application OCT 08 2015 For A Single Family Dwelling Gretchen Stuller Parcel I.D. 017-461-20 Property owner(s) DAVID BYRD Day phone 563-0491 Mailing address 2900 HUFFMAN *ANCHORAGE, AK Site address 2900 HUFFMAN *ANCHORAGE AK Legal description (Sub'd, Block & Lot ) DRAKE BLOCK 1, LOT 4 Legal description (Township, Section & Range) Lot Size Sq.Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DEWELLING: (gall that apply) Initial ❑ Single Family (SF) Absorption Field ® N (w/wo ADU) Septic TankDuplex Upgrade ❑ (D) El 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. GARNESS ENGINEERING GROUP, Ltd. (Signature of property owner or authorized agent) Permit/Rush Fees: Date of Payment: Receipt Number: Permit No. Waiver Fees: Date of Payment: Receipt Number: Waiver No (Rev. 01/11) GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS October 2, 2015 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Proposed Septic System for Drake; Block 1, Lot 4 cot RL To whom it may concern: taco ��4- The existing 3 bedroom holatate served by private well and septic system. The existing septic system is in of failure and needs to b upgraded. We are proposing to install a newgallon and >�tiallow trench type drainfields. One testhole was excavated on the property and the drainfield is designed within the 30 foot radius. Comments regarding the design are summarized as follows: 1. SOILS: See the attached 2015 log which show the soil classifications, groundwater monitoring, and the percolation test results. We are also requesting a variance to allow for the utilization of in-situ soils for a sand filter, please see soil sample submitted with design. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: There are no surface water concerns. 4. TOPOGRAPHY: See attached 40 scale which shows topography information. 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. _., M.S. 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com DEVONSHIRE #1; TRACT A \ �REA pPPROX�IUS 1 \ WELL T12N R3W SEC 21 E2SE4SW4SW4 \ _ — — / THOMAS L BOYLE; BLOCK 2, LOT 10 I / \ �---_-_---_--- ---�_— HUFFMAN ROAD AaP Mrs— / I WELL ' , � I IDRAKE;14LOCK k, \ / 1 .y„ LOCATION PER MOA RECORD'. 100' WELL RADIU ,;+ I WELL COULD NOT BE FOUND DURING SITE VISIT— DRAKE; BLOCK 1, LOT 3B I I I I PROPOSED [ _—__----_ — — — — — — _PER 2014 A DRAKE; BLOCK 1, LOT 6 DRAKE; BLOCK 1, LOT 5 �REA PTIC EA I WE L X11 �I FiLLI• DRAKE; BLOCK 2, LOT 1 GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS ..w,u...1 . a.Ox6 IM71 vi-filn • Fm fWn 339-32M • WE89TE:�.aainvsow wRnO PREPARED FOR: I PHONE NUMBER: PACE NUMBER: CINDY LOVELACE (GUARDIAN) (9 07 563-0491 1 OF 2 LEGAL DESCRIPTION: DRAWN BY: DRAKE; BLOCK 1, LOT 4 D.J.G. TYPE OF WORK: DATE: SITE PLAN 10/5/2015 * * 1_1. 111mrj_* '°ROFESS1(:tti I z w 6 NUMBER OF BEDROOMS: 3 LETTER THAT PERTAINS TO THIS DESIGN. GALLONS PER DAY (GPD): 450 TO OBTAIN A COPY OF THE LETTER PERCOLATION RATE/S: <IMIN/INCH CONTACT GEG. BY PROCEEDING FORWARD PROPOSED APPLICATION RATE: 1.0 WITH THIS INSTALLATION, THE ENGINEER, H U H H M I/n\ � N ROAD WELL DRILLER, CONTRACTOR AND MINIMUM GRAINFIELD SQ.FT.: 450 FT' PROPERTY OWNER AGREE THAT THEY HAVE READ THESE SPECIFICATIONS AND AGREE TO ACCEPT THE TERMS AND. �r,..��r. r. �,-.•._ CONDITIONS OUTLINED. 10' UTILITY EASEMENT MAXIMUM DEPTH OF EXCAVATION: 10 FEET WIDTH: 5.0 FEET LENGTH: 45 FEET \ M.O.A. APPROVED SAND FILTER: PROPOSED USING INSITU SOILS AS SAND FILTER EFFECTIVE: 4 FEET REDUCTION FACTOR: 0.5 ACTUAL SQ.FT.: 450 FT' NOTE: THE CONTRACTOR SHALL HAVE THE WELL RADII FLAGGED BY A REGISTERED •`' LAND SURVEYOR PRIOR TO .•DRIVEwA •• CONSTRUCTION. 1 wao ow a 100' WELL RADIUS ° 1 1/ 1 \ ` EXISTING 3 BEDROOM HOUSE i _a � � DECK PR \_ 5� \ INSTALL FCO EXISTING SEPTIC TANK TO BE DECOMMISSIONED PER UPC ASSUMED PERIMETER OFG PIPE SEEPAGE PIT BASED UPON PIPE LOCATION SEEPAGE PIT CLEANOUT i /-7 `11 Cal /�"E`� a f1- x t�afi'�n ED i69b'QALrt6N �A" DOUBLE CLEANOUTS THE TANK I DRAINFIELD h! hfER INSTALL DIVERTER VALVE SO THAT FLOW MAY BE DIVERTED BETWEEN EXISTING SEEPAGE PIT AND PROPOSED TRENCH 10' UTILITY EASEMENT GARNESS ENGINEERING GROUP,Ltd CIVIL & ENVIRONMENTAL ENGINEERS = 3701 E. TUWR RO , SUITE 101 PREPARED FOR: DAVID BYRD DRAKE; BLOCK 1, LOT 4 TYPE OF WORK: , SEPTIC SYSTEM DESIGN UPGRADE 6179 ' IM (907) 330-3246 r KESITE:—.9ornn n9�n PHONE NUMBER: PAGE NUMBER: (907)563-0491 2 of 2 DRAWN BY: D.J.G. DATE: 10/19/ 5 1 •,,�,taassw 0 GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS - 3]1 E TUDOR ROAD. SUITE 101•ANCifOAE, M 99507• PHONE (907) 33110in-FM(907)31S 46'N£BSITE:i—gameawnq eMp.wm LEGAL DESCRIPTION: DRAKE; BLOCK 1, LOT PERFORMED FOR: DAVID BYRD DATE: 9/22/2015 DEPTH (feet) ORG TEST HOLE #1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 SP 0amwolW311-1IaLN_11Lou6i SM % : OH SC DEPTH TO GROUNDWATER DATE DRY 9/22/2015 •' 9/30/2015 Y41T i//ii SM % : OH SC DEPTH TO GROUNDWATER DATE DRY 9/22/2015 DRY 9/30/2015 LDATE READING I CLOCK I NET TIME I WATER LEVEL I NET DROP TIME (MINUTES) READING (INCHES) 9/25/2015 1 ABSORBED 5 GALLONS OF WATER IN LESS THAN 2 MINUETS 2 TIMES s PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 5.5 FT. AND 6.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES NO SOILS LOGGED BY: ROB CAMPBELL PERCOLATION TEST PERFORMED BY: ERIKWIDGER COMMENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH. PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFDR ED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: i0 i / GRE" 'ER ANCHORAGE AREA BOP AGH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME G% Zf�-1 MAILING ADDRESS / % --1V L" 1iPHONEr%_ °` �'' LOCATION //�lF/ _'�: 1 «! Y� .<< f?� . j ✓ /yam' ' �i /moi': ��' %.'' LEGAL DESCRIPTION SEPTIC TANK: DISTANCEjyi NUMBER OF FROM WELL lam; MANUFACTURERS -rte ��-MATERIALi'� i'�'^ __COMPARTMENTS INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY /��'��J GALLONS. SEEPAGE PIT: NUMBER OF PITS . DIAMETER OR WIDTH LENGTH Z2, DEPTH -� LINING MATERIAL CRIB SIZE: DIAMETER DEPTH DISTANCE FROM: WELL X TOTAL EFFECTIVE BUILDING FOUNDATION-:� , NEAREST LOT LINE �/� ABSORPTION AREA (WALL AREA) SQ. FT. ADDITIONAL ABSORPTION 777 7' WELL: �G'T �'��" � /T /��./�.> /•'�li.T/✓✓/- � �'G/��%- / ,� ��!//,✓//�%o!'%,'/��/�l�.c+' ��%�i�✓✓-',.,jt,%ice_-/ %-'�'�+°'t> .:3"e✓'a�"�`.�..ix.c t/i`'./✓:;/•�v Ge ?r. �%` <`:' . <-.:tee^ rx-' . TYPE ✓/��✓✓r/.��'ii/r CONSTRUCTION/]/�� DEPTH 4 } DISTANCE FROM: BUILDING NEAREST NEAREST SEPTIC,._/$-'� SEEPAGE��'' FOUNDATION, LOT LINE �� SEWER LINE - , ` , TANK -1 SYSTEM CESS POO L�J//� OTHER SOURCES APPROVED DISAPPROVED �'REMARKSf� LOT SLOPE: REMARKS. Form No. EQ -031 DIAGRAM OF SYSTEM DISTANCES: INSTALLED BY: PIPE MATERIAL: LOT SLOPE: REMARKS. Form No. EQ -031 DIAGRAM OF SYSTEM DATE �%APPROVED 'ter/Y G.A.A.B. rA �I T ,` Wig, [--� K�! •r.-.. i �t DATE �%APPROVED 'ter/Y G.A.A.B. GREATER ANCHORAGE AREA BOROUGH a`T DEPARTMENT OF ENVIRONMENTAL QUALITY PERMIT NO 3330 "C" STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-4561 t0 SEWAGE DISPOSAL SYSTEM - APPLICATION AND PERMIT NAME OF APPLICANT vZe e— MAILING ADDRESS A01" `�/ U �`-"� PHONE J �17' INSTALLATION LOCATION l a7r- LEGAL DESCRIPTION e C/ lef INSTALLATION OF: SEPTIC TANK SEEPAGE PIT DRAIN FIELD OTHER , TYPE AND SIZE OF FACILITY TO BE SERVED FINANCED THROUGH TO BE INSTALLED BY SOIL TEST RESULTS +� NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST COMPLETION DATE ANTICIPATED /�1j`/ , 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 SIZE TYPE-I:Jvrt�.... SEEPAGE AREA SIZE MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAGE PIT DRAIN FIELD SEPTIC TANK TO SEEPAGE PIT WALL 4J SEPTIC TANK .5 , SEEPAGE PIT , DRAIN FIELD TO NEAREST LOT LINE. WELL TO SEPTIC TANK % SEEPAGE PIT DRAIN FIELD ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK SEEPAGE PIT DRAIN FIELD /,p SEPTIC TANK, ` /, SEEPAGE PIT _ DRAIN FIELD TO RIVER, LAKE, STREAM. 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 V� CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. G.A.A.B. OR LICENSED DESIGNER 1 CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. DATE C2! -; j� APPLICANT'S SIGNATURE FORM NO. EQ -016 2 W400104= DIAGRAM OF SYSTEM E AREA BOROUGH ORDINANCE NO. 28.68 AND THAT THE ABOVE GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY Case # 3330 "C" Street ANCHORAGE, ALASKA 99503 J?? Dated Performed /� 7� Performed For G��; ,ice, _ ' Legal Description: Loth Block Subdivision,h..r�la k_ This Form Reports Soils Log_( Percolation Test - Soil Test Must Be Logged To 4' Below Proposed Seepage System - Depth Feet Soil Characteristics I- 2- 3- 4- 5- 6- 7- 8- -- 3- 4- 5-6-7-8- 9— 9— Was Was Ground Water Encountered? 11 If Yes, At What Depth? Reading Date Gross Time Net Time Depth to H2O Net Drop Percolation Rate Minute Proposed Installation: Seepage Pit Drain Field Depth of Inlet Depth to Bottom of Pit or TrencFi�— COMMENTS: Test Performed BY Date Certified BY: Date: