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Home My WebLink AboutGURNEY LT 1Onsite File Gurney Lot 1 PID# 018-282-26 Formerly T12N R3W Sec 33 Lot 162 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: OSP191151 Effective Date: Work Type: WellSeptic Initial Expiration Date: Tax Code Number: 01828209000 Site Legal Address: T1 2N R3W SEC 33 LT 162 G:3135 Site -Mailing Address: 15024 ELMORE RD, Anchorage Owner: GURNEY JACOB JOHN & BONNIE RAE Lot Size in Sq Ft Design Engineer: ANDERSON CONSTRUCTION & ENGINEERING Total Bedrooms: This permit is for the construction of: ent4 c, r ))( l)ill't'nlent 5/22/2019 5/21/2020 108900 Q Disposal Field CEJ 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 CO I filled �I`Gl d . 1%01q iwbf/ Received By: . '_00A Issued By: fay'8m ("b Date: W?It Date: 5 h/ / 5 MUNICIPALITY OF ANCHORAGE Development Services Department ce Phone: 907-343-7904 On -Site Water & Wastewater Section - Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 018-282-09 Property owner(s) JACOB GURNEY Mailing address 14940 LONGBOW DR ANCH AK Site address Day phone 3 " (P 7 16 Legal description (Sub'd., Block & Lot) T1 2N R3W SEC 33 LT 162 Legal description (Township, Range & Section) Lot Size 108,900 Sq. Ft. Number of Bedrooms 5 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (M all that apply) Absorption Field 0 Initial 0 Single ily SF) 0 Septic Tank ❑ Upgrade ❑ ,s El Holding Tank ❑ Renewal E] ple(D).�� o Multipl�Dw " ' S' ElPrivy ❑ (SF and/o Private Well X❑ co Water Storage ❑ 9S �a THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. 10,4AA— (Signa ure of property owner or authorized agent) Permit/Rush Fees: � gad Waiver Fees: Date of Payment: q1&119 Date of Payment: Receipt Number: A�_162 23 Receipt Number: Permit No. 05191q1151 Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc Oct. 22, 2019 Municipalities of Anchorage Departments of Health and Human Services P.O. Box 196650 Anchorage, Alaska 99519-6650 Fax 249-7547 Re: Newsepticand well permit Change Order Legal: T12N R3W SEC 33 LT 162 (PROPOSED GURNEY S/D) To Whom it may concern: This is a request for a revised septic pen -nit on the above referenced lot which is being subdivided into 2 lots and will be called Gurney S/D Lot 1 and 2. A new test hole was done and found the same material with the same perc rate. No water and SM/ML soils for the entire depth and a 40 minute perc rate. A simple deep trench has been designed due to the slow soils. The new system is a simple gravity flow 5 bedroom system with 9 feet of effective depth. This new system change order will not impact any of the neighboring properties. The slope in the area is flat, see the site plan. Sincerely )/Ik Michael N. Anderson, P.E. 4661 Natrona Anch, Ak 99516 Ph 727-8864 DESIGN CRITERIA: (TH#1) 5 BDRM X 150 = 750 GPD SOILS = 750/0.45 = 1666 GPD 1.0 1666 GA/18 = 92.5' (1) TRENCH 12.0' DEEP 9.0' EFFECTIVE 2.0' WIDE 93' LONG 18 DRY NO WATER, OCT 2019 (TH#2) (TH#3) CO - b /—MOUND OVER I GRADE FILTER FABRIC 4"0 PIPE RESERVE I I DRAINAGE FIELD I\ �EPTIC,l j \I (S — T I J—_ N/ I -SHANDY QT - PROPOSED DRAINAGE FIELD / S PTIC� I I i PROPOSED HOUSE r I I I I I I 1 i i -RABBIT CREEK ROAD - SEPTIC FIELD SECTION -MANYTELL AVE- ---SEWER ROCK PROPERTY LINE II --_41— __I I-----1 L — -- -------- --1 I-- EXISTING 100' \ Ti I WELL RADIUS �\ � I PROPOSED WELL I 1 00'RADIUS II \II Septic Design Prepared for JACOB & BONNIE GURNEY GURNEY, LOT 1 Anchorage, Alaska Michael N. Anderson, P.E. DATE: 4601 NATRONA AVE DRAWN: ANCHORAGE, ALASKA 99516 (907) 727-8864 / FAX: (907) 345-1391 SCALE: oII � I O0� II WII Oil WI I II �II I II //I DF AV C�:° ••`y r,'• 49 TH r %............... ........................................... 10/2/2019 \':MICHAEL N. ANDERSON: r �/�%': No. C 469 ' DJR 1111••'(J'•.•'�lu •�� 1 "=200' ORG 1.0 ORG 1.0 ORG -3.0- SM/ML SM/ML SM/ML -12.0 2.0' 18 18 RESERVE I I DRAINAGE FIELD I\ �EPTIC,l j \I (S — T I J—_ N/ I -SHANDY QT - PROPOSED DRAINAGE FIELD / S PTIC� I I i PROPOSED HOUSE r I I I I I I 1 i i -RABBIT CREEK ROAD - SEPTIC FIELD SECTION -MANYTELL AVE- ---SEWER ROCK PROPERTY LINE II --_41— __I I-----1 L — -- -------- --1 I-- EXISTING 100' \ Ti I WELL RADIUS �\ � I PROPOSED WELL I 1 00'RADIUS II \II Septic Design Prepared for JACOB & BONNIE GURNEY GURNEY, LOT 1 Anchorage, Alaska Michael N. Anderson, P.E. DATE: 4601 NATRONA AVE DRAWN: ANCHORAGE, ALASKA 99516 (907) 727-8864 / FAX: (907) 345-1391 SCALE: oII � I O0� II WII Oil WI I II �II I II //I DF AV C�:° ••`y r,'• 49 TH r %............... ........................................... 10/2/2019 \':MICHAEL N. ANDERSON: r �/�%': No. C 469 ' DJR 1111••'(J'•.•'�lu •�� 1 "=200' I ' T12N RM, SECTION 33 I� / LOT 161 \ / PROPERTY LINE \\ -SHANDY COURT- SECONDARY \\ TRENCHLEE \ I --,-----� — __— -- ---- THi(1 I �\ • SLOPE IN tHIS\AREAI IS FLAT I \ \\ I WELL :I::':F :•:`:�' • \ \� i' THd2 ® :' � I I I I _ ..r �I I PROPOSED I / HOUSE EXISTING 100' / WELL RADIUS ' "-----,TH a,� Q o CO MT \ ' / w 0 I OF N THIS A -A.18 FLAT w I I PROPOSED 1500 GALLON I PLASTIC SEPTIC TANK ----- ----, PROPERTY LINE W/ 20" MANHOLE & 10' PROPOSED FROM FIELD AND HOUSE ADJACENT \ SEPTIC I PROPOSED WELL f \\ / I �\ • 100' RADIUS I / I I ® � I � I I I I ----------- -- T12N RM, SECTION 33 / LOT 191 Septic Design Prepared for JACOB & BONNIE GURNEY 4 .*� OF.......... 10 C_ ' GURNEY, LOT 1 Anchorage, Alaska 9 �i : 4g TH %.................................... ... i Michael N. Anderson, P.E. DATE: 10/2/2019 '-MICHAEL N. ANDERSON.' s••1� 4601 NATRONA AVE ANCHORAGE, ALASKA 99516(907) DRAWN: DJR ..'' /O�.94V9 727-8864 FAX: 907 345-139 SCALE: 1 =50' 1�S\C :�•� Municipality of Anchorage Development Services Department On -Site Water and Wastewater Section ate. 4700 Elmore St. P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907)343-7904 Soils Log - Percolation Test -y >, '{ as 90 `3n 4 a �ao no A m maaaa MICHAEL N. ANEERuCIj f CE - 9469 ,e Performed For: 0-"-V ✓ c2 a Irh -e!f Date Performed �a,,A Legal Description: Gov. tnC'VJ 'I�/n L --v F' � Township, Range, Section: Slope Site Plan 1- (pi -IA, 2- 3- 4- 6- 7- 8- 9 - WAS GROUND WATER ` ENCOUNTERED? �( S 10- IF YES, AT WHAT DEPTH? L Depth to Water After o 11- Monitoring? RIA E E 12- Date: Z 2t9 / 13- 14- 15- 16= 17- 18- 19- 20 - Reading Date Gross Time Net Time Depth to Water NetDrop z Y �v wv n (�► X11 G 't ilk( 3 G ¢j PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER (00 1TEST RUN BETWEEN FT AND FT COMMENTS j,11/ OV44,^aS - co t11W PERFORMED BY: ' `'� N I CERTIFY THAT THIS TES WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:— �y T L Municipality of AnchorageNcE:ER Development Services Department' On -Site Water and Wastewater Section,°$ 4700 Elmore St. dt P.O. Box 196650 Anchorage, AK 99519-6650 * ¢ ° 4 9T H P= t, Q o 0 o e s m e m o o e o s m m m e s o e ®of;1 www.muni.orglonsite (907)343-7904 °Dave mores som moo°o°000°e rte° MICHAEL N. ANDERSCN Soils Log - Percolation TestfCE-9469 Performed For:e��4pPDate Performed: Legal Description: �� p .4U1 _ Lu+j Township,, Range, Section: Slope Site Plan 1- Depth (Feet) 490 S 2- L Depth to Water After 3- Monitoring? E 4- 5- 17�v1 /M I L_ 6- 7- 8- 9- 10- 11- 12- 13- 14- 15- 1 4- 17- 18--- 19- 20- 19- 20- COMMENTS COMMENTS WAS GROUND WATER ENCOUNTERED? Date Gross Time S IF YES, AT WHAT DEPTH? L Depth to Water After P P Monitoring? E Date: Reading Date Gross Time Net Time Depth to Water Net Drop !f NLtCGULA I IUN MA I L i"%V (minutes/inch) PERC HOLE DIAMETER �t TEST RUN BETWEEN FT AND :;- FT --n ` l! e., ft -roa ei A PERFORMED BY: r,,{' �� I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: Municipality of Anchorage Development Services Department On -Site Water and Wastewater Section 4700 Elmore St. P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907)343-7904 Soils Log - Percolation Test 4 Q T H !gam Ei 0° ° �• J3 o MICHAEL N. ANDERSON CE- 9469 �� A Performed For: !n ENCOUNTERED? Net Time Depth to Water Date Performed: 1 Legal Description: T( I I k iQ '�Vj 4 r Z 3-3— Township, Range, Section: s2 y 4- �l L� 7T tlo 2 Depth 3 2 WAS GROUND WATER (Feet) ENCOUNTERED? Net Time Depth to Water s 1 L Depth to Water After 2- Monitoring? E E 3- s2 y 4- 5- 6- Z7M/MI_- 7- 8- 9- 10- 11- 12- 13- 14- 15- 16- 17- 18- 19- 20 - 2 WAS GROUND WATER Date ENCOUNTERED? Net Time Depth to Water s IF YES, AT WHAT DEPTH? L Depth to Water After P Monitoring? E E Date: s2 y Site Plan Reading Date Gross Time Net Time Depth to Water Net Drop 10 3/if PERCOLATION RATE 'I (/ (minutes/inch) PERC HOLE DIAMETER 40 TEST RUNBETWEEN Lj FT AND FT COMMENTS }� l �.en &"e, y t`0 it ( to .•r PERFORMED BY: t -/l4 A I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: t%I