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Home My WebLink AboutRABBIT CREEK VIEW & HEIGHTS BLK 4V LT 12ARabbit Creek View & Heights Block 4V Lot 12A #020 - 541 - 45 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 System Permit Permit Number: OSP191443 Work Type: Well Renewal Effective Date Expiration Date: Tax Code Number: 02054145000 Site Legal Address: RABBIT CREEK VIEW & HEIGHTS BLK 4V LT 12A G:3241 Site Mailing Address: 16300 Genevieve ST, Anchorage Owner: STEFFENS CLAIRE Design Engineer: This permit is for the construction of: ❑ Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy �trtent ILI I",_ (. Dep it rtInell t 10/7/2019 10/6/2020 Lot Size in Sq Ft: 35743 Total Bedrooms: 4 0 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: To close this permit please submit: 1. Well Log J 2. Pump Install Log 1 3. Water sample results Received By: Issued By: Date: Date: 16,9171117 MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 9 - 3-7997 _ a1 8 9 2 ON-SITE SEPTIC/WELL PERMIT APPLICATION'a� OCT 01 2019 �3 Parcel I. D. 0 � 0 a$—, 5�00 0 X Property owner(s) ::3" ��1 ' l'-� Day phone Mailing addrE Site address Legal description (Sub'd., Block & Lot) Legal description (Township, Range & Section) Lot Size '3 Y 3 Sq. Ft. Number of Bedrooms Z�/ APPLICATION IS FOR: APPLICATION 1S AN: TYPE OF DWELLING: (® all that apply) Absorption. Field ❑ Initial ❑ Single Family (SF) ❑ (w/wo ADU) Septic Tank ❑ Upgrade ❑ Holding Tank ❑ Renewal X Duplex (p) ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well JZ Water Storage ❑ 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. (Signature of property owner or authorized agent) Permit/Rush Fees: 1�J`� Waiver Fees: Date of Payment: �'�1(� Date of Payment: Receipt Number:Receipt Number: Permit No. Q `3 P1 Q 04L3 Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc On-Site Water & Wastewater 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: OSP141360 Tax Code Number: 02054145000 Work Type: WellSeptic Initial Permit Effective Dates: November 12, 2015 to November 11, 2016 Design Engineer: PANNONE ENGINEERING SERVICE Subdivision: RABBIT CREEKVIEW & HEIGHTS Site Legal Address: RABBIT CREEK VIEW & HEIGHTS BLK 4V LT 12A G:3241 Owner/Address: STEFFENS CLAIRE PO BOX 101847 ANCHORAGE AK 995101847 Site Mailing Address: 16300 Genevieve ST, Anchorage Lot Size in Sq Ft: 35743 Total Bedrooms: 4 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy Y Private Well N Water Storage All construction must be in accordance with: I. 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 B ~,~ Y_//~/X/J,' ./~/.,/~'~ _/',E,¢//-/¢' Municipality of Anchorage P.O. Box 196650 ® 4700 EImore Road AnchoraQe. Alaska 99519-6650 · (907) 343-7904 · Fax (907) 343-7997 htto:llWwW.muhi:omlOnsite Dev?looment 8e~ico~ Division - O~Site ~te~ and 'Wast~watei Pm~ ram **** VARIANCE/WAIVER REVIEW **** Waive~: OSV151,145 COSA#: Permit~: OSP]41360 PID#: 020-541-45 ~.Legal Description: Rabbit Creek View& Heiqlffs~ Block 4V~ Lot t2A Edgineer: PES .:Al~licant; Claire steffens ' :,Y~ur request for,a waiver of the required' 50 feet he, riz°ntal'separation from tile abso fion field ,t0'tljd25% or greater slope bas been.a~proved. The fi[oPt0ved sbP~ra~f~di~tanCe is 0.0 feet. ThisI waiver approval appliesto the l~mPo~exi absorption field 0nly: Aziy future upgrade to the'. mi:s~te:,waste,v?t, er,:disposal .system will~,teqUire ai~ separation ,distanc6s be met or another 'appr0-~al frdn~ this department. ' [] The affected adjaeant property owner(~ have been given a 7 day notice regarding this waiver. - ~ Notarized 'letter(s) of non:objcct~on have been received from. the owner(s) of th~ affected ~ acent [] Adjacent propet~des are not'affeCted b~ this v~alva'. waiver iS Granted:. X_ waive~ iS fi~)t Omr~ted: Approved by; ~.~-. ~ R~/v[ewer MUNICIPALITY OF ANCHORAGE Community Development Department ~k,,'~;:~/,[¢.~7// Phone: 907-343-7904 Development Services Division ~ Fax: 907-343-7997 On-Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLIC,~I~ MI--AL / 11 ,,,r'"r / AU~ ~ 6 201~ Parcel I,D~ O~ ~ ~N I-~ PropeAy owner(s) CLAIRE STEFFENS Mailing address PO BOX 101847 ANCHO~GE AK 99510 Site address GENEVIEVE ST. Legal description (Sub'd., Block & Lot) Rabbit Creek View and Heights, Block 4V, Lot 12A Legal description (Township, Range & Section) Lot Size 35743 S q. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: ([] all that apply) Absorption Field [] Initial [] Single Family (SF) [] (w/wo ADU) Septic Tank [] Upgrade [] Duplex (D) [] Holding Tank [] Renewal [] Multiple Dwellings [] Privy [] (SF and/or D) Private Well [] Water Storage [] THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: : .¢ : ..s +, ;,o __C/ ,p,, Distance: 0/ I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Si~--~u ~ ~owner o r au~~ /'''''~~ Permit/Rush Fees: ¢ "~-W /(~/~,.~Waiver Fees: Date of Payment: ~/~.~//q ' Date of Payment: Receipt Number: ] ~0~0¢ Receipt Number: Permit No. ~¢~ Waiver No: Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve@panengak.com October23,2014 Municipality of Anchorage Development Services Department On-Site Water & Wastewater Program 4700 Elmore Road PO Box 196650 Anchorage, Alaska 99519-6650 Subject: Rabbit Creek View & Heights, Block 4V, Lot 12A Well and Septic System Permit Request Ladies and Gentlemen: I am writing to request a permit to install a well and septic system be issued for this property. The proposed systems will serve proposed four bedroom {4) bedroom house. Currently the lot is undeveloped. The proposed system will utilize a 1250g septic tank with a conventional septic system. The surrounding lots are a mix of developed and undeveloped. The surrounding lots are served by private wells and all are 100'+ from the proposed septic. Soils. One test hole was performed by Pannone Engineering Services in July of 2014, and groundwater was monitored for seven days. Ground water was not observed below the ground surface after the seven day monitoring period. A second test hole was performed in 1975 (see attached). It is my opinion, based on the results of the percolation tests and overall soils appearance; an application rate of 0.6 gallons/day/square feet should be used for a conventional system. Soil Absorption System Design. a. See Sheet 2 of the design package. 2. Surface Water: There is no surface water within 100 feet of the proposed septic tank and drain field. The proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage ditches. 3. Topography: The existing topography slopes from the east to the west at approximately 36% above the area of the proposed drain field and 25% below the proposed area with a level area for the system area. There are no steep slopes in the vicinity of the drain field. 4. Waiver Request for a steep slope within 50': There is a steep slope located 14' from the proposed drain field. With the top of the drain field located half a foot below ground the effluent will be below the Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 Page 2 of 2 ground surface and will not daylight within 50'.(See sheet 5 of 5) 5. Drawing Markings: The Drawings are marked "For MoA Review 0nly". When written notification that the review is complete and that there are no further comments is received from MoA On-Site Department, the note will be removed and "issued for Construction" drawings will be issued. The proposed installation will not affect the future development of the surrounding or existing lots. There are no surrounding wells within 100 feet of the proposed septic location. If you have any questions or concerns, please contact me at 272-8218. Sincerely, Steven R. Pannone, P.E. Owner/Civil Engineer Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor Ave, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Prbfessional Engineer E-maih steve@panenRak.com November 2, 2015 Municipality of Anchorage Development Services Department On-Site Water & Wastewater Program 4700 Elmore Road P. O. Box 196650 Anchorage, Alaska 99519 Subject: Rabbit Creek View and Heights, Block 4V, Lot i2A Septic System to Steep Slope Waiver Request Ladies and Gentlemen: I am writing to modify the separation distance waiver between the proposed septic system and a slope of greater than 25% to zero feet (0'). The soils in this area are typically Hydrologic Soils Group A which contains organics unde_rJain by gravel and sand. PES conducted a percolation test on the proposed lot and found a percolation rate of one minute per inch (~. mpi). The soil'composition and percolation rate confirms the soil classification of HSG A. Due to the nature of and drainage capacity of the soils found in the area (HSG A) the designed infiltration line of 45% for septic system installation on steep slopes should be used instead of the assumed/worst case soil classification infiltration line of 25%. The slopes and soil types enable installation of any conventional system without the system effluent "daylighting" further down the slope of the..bill provided bury depth requirements are met. Granting this waiver will not pose a threat to the safety of this lot or the surrounding lots. Mailing: P.O. Box 100217, Anchora§e, AK 99510-O217 Physical: 332 East Manor Ave, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 Page 2 of 2 Please contact me-if you have any comments or concerns. Sincerely, '? ~ ~ Steven R. Pannone g ~ · %~......~' ,~ 5revert ~. Pannone, P.[. Owner/Civil [ngineer Attachments: -Site Plan Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor Ave, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 ~, ,, 'N,,'% '% ~ ~ " , ' "\ ' ,, ',, ' "~' ' ", 'x DESIGNATED CLASS 'C' ~ ~ , ' " ~' "t '~ '"" ", "~ ,~, ' ~ , ~ ', ~-WE LANDS SiTE #85 } ' ', '., ' "'.., ' ' ', " , ~/ LOT'U4DEVELOPE~ / ,, RESERVE DRAIN FIELD (P) , , .. .' . ,. ,. .. ,,. ; I ' .... -, ~ ' (2) 5o ~o.~'~ ~'w, ~'m V~.~ ~- ~ '- ~ ~ ' SEPTIC ~ N ~' : '~ '~ ~ ~~ . 25Og SEPTC TANK(P) /-- k ) ' ~ ~ . ~ ~ ~USE(P~~ ' ' ' . ~. ~ '~ ~..- .~ ,Ed · ~, . / ~' ~ ~' ~ '-m, /~.~ , . ~hX ~. , ~OT~S: P~O~ ENG ~C, LLC ~3~ ~ qE ~C4 ~, ,/~/~o~ FOR CONSTRUCTION P.O. 80X 100217 ANCHORAGE, AK 99510 ~ -,..' '..~: ~ ~..~ ~ .~ F'=5O' ~ ........ ['' ~ ~.l.D. NO CLArRE 5TEFFENS ~ERMfT NO. OE~EWEVE S~ ~l~i... ....~ PLAN ANCHORAGE, AK 99516 I,~%~ Sheet 1 OF3 SPECIAL PROVISIONS TO SPECIF'ICATION'S 1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUOTION OF ON-SITE WASTEWATER DISPOSAL SYSTEMS AND IN ACCORDANCE WITH AMC 1B.65. 2. SCOPE OF WORK: INSTALL NEW 12BOg SEPTIC TANK, SOIL ABSORPTION SYSTEM, AND WELL. 3. GROUNDWATER WAS NOT ENCOUNTERED BELOW EXISTING GRADE AS EVIDENCED BY THE SO[LTEST HOLE. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS BELOW EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATELY. LEGEND -- W WATER LINE/ WELL RADIUS -- SS -- NEW SEPTIC FILTER FABRIC (TYp) , ABBREVIATIONS DESIGN PARAMETERS DESIGN PARAMETERS cu COPPE~ PRIMARY SEPTIC SYSTEM RESERVE SEPTIC SYSTEM D~P DUCTILE IRON PIPE NO. BEDROOM: 4 (600 gpd) NO. BEDROOM: 4 (600 gpd) TH TEST HOLE TANK SIZE: 12509 SEPTIC TANK TANK SIZE: 150Og ADVANTEX TANK FC FOUNDATION CLEAN OUT PERC RATE = 1-5 MPI W/ AX20 POD T~ TANK CLEAN OUT NO. SOIL RATING: 1.2 GPD/SF PERC RATE = 1 5 MPI C~ CLEAN OUT AREA RQD: 500 SF SOIL RATING: 6 GP~/SF M~ ~0NITOR TUBE NO. SYS. TYPE: WIDE TRENCH 0.5' E.D. AREA RQD: 100 SF R.I. RIGID INSULATION MIN LENGTH: 100 LF SYS. TYPE: WIDE TRENCH 0.5' E.D. MIN LENGTH: 20 LF DCO DOUBLE CLEAN OUT USE: DV DIVERTER VALVE (2EA) 50 LFx O,5'ED x 5'W, 5.O'TD USE: FS FLOW SPLITTER TOTAL AREA: 500 SF 20 LFx 0.5'ED x 5'W, Z,O'TD BFG BELOW FINISH GRADE TOTAL AREA: 100 SF GO ORIGINAL GRADE No s: ENG :OR CONSTRUCTON R.0. BOX 100217 ANCHORAGE, AK 99510 ~ "." "-~: NO CLAIRE STEFFENS ~i~.. CE 8149 ..~ PERB~T NO. CENEVIEVE ST ,,~.. .,.(~g~ 0SP141560 DESIGN DETAILS ANCHORAGE, AK 99516 ~Zt~gg~~ Sheet SOILS LOG - PERCOLATION TEST TEST HOLE 2015-1 qlTF PI 3 GW/ 6~VEL WITH % ' I' (2~ 5o LFxO.5'EO, WAS GROUND WATER SLOPE 14 -- ENCOUNTERED? N 15 -- IF YES, ATWHAT DEPTH? -DRY' 17 -- DEPTH TO WATER AFTER MONITORING? -DRY'- 18 DATE: 10/29/15 2 10:07:08 5.1 MIN 8.75 6.8 (DRY: 4 10:14 6 MIN 8.75 6.0 (DR~ e 10:21:14 6.2 MIN 8.75 6.0 (DRY', PEROLATION RATE 1.0 (rain/inch) PERC H~LE DIAMETER 6 inches TEST RUN BE~EEN 2.5 FT AND 3.5 FT COMME~S: Test hole excavated by LOT OWNER. Prec hole was preso~ed. Test mn for at least one hour. Mst 3 readings reported. PERFORMED BY: Steven R. P~none, P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCO~CE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. FOR CONSTRUCTION P.0. BOX 102954 ANCHORAGE, AK 99510 .- RABBIT CREEK VIEW & HEIGHTS, BLOCK 4V, LOT 12~, $[even R. Pannoae ~ PERMIT NO. CLAIRE STEFFENS GENEVIEVE ST ~~;L~ OSP141360 SOILS LOG ANCHORAGE, AK 99516 ,i({~F~S9~ Sheet WATER CLOCK READING DATE NET TIME LEVEL NETDROP TIME READING 1 7/02/15 10:02 -- 2.75 2 10:07:08 5.1 MIN 8.75 6.0 (DRY' 3 10:08 __ 2.75 -.. 4 10:14 6 MIN 8.75 6.0 (DRY~ 5 10:15 --- 2.75 . -- 6 10:21:14 6.2 MIN 8.75 6.0 (DRY', Permit: OSP141360 Lot 12A Blk 4V Rabbit Creek View/Heights To: Mr. Jay Crewdson From: Claire Steffens Re: Overrun on time of On -Site Water and Wastewater System Permit Date: July 27, 2016 Dear Mr. Crewdson, Although we are making progress toward installation of the well and septic, it appears we may not make the expiration deadline of November 11, 2016 for total completion. Depending on freeze-up, work timing etc. Please approve a possible overrun on this permit through late Spring 2017. Thank you, Claire Steffens