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HomeMy WebLinkAboutWYATT LT 4Wyatt Lot 4 #051-221-04 Permit Number: osPl11004 Tax Code Number: 05122104000 Work Type: Well Permit Effective Dates: April 06, 2011 Design Engineer: Subdivision: On-Site Water 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 Initial to April 05, 2012 PANNONE ENGINEERING SERVICE VVYATT Site LegalAddress: WYATT LT 4 G:1057 Owner/Address: LITTLE BOBBY 1716 TAMARRA CIRCLE #B ANCHORAGE AK 995083529 Site Mailing Address: Lot Size in Sq Ft: 9225 Total Bedrooms: 4 This permit is for the construction of: N Disposal Field N SepticTank N Holding Tank N Privy Y Private Well N Water Storage All construction must 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 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 By: ~ "' :~-. ~, Issued By: .,-~?,~'%,t."ZZ: _~.~/~2 Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, Alaska 99519-6650 www.muni.org/onsite (907) 343-7904 ON-SITE SEWER/VVELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING 0%¢ ~ ~ Parcel I.D. 051-221-04 Property owner(s) Bobby Little Mailing address1716 Tamarra Circle, #B, Anchorage, AK Site address 18135 Old Glenn Highway Legal description (Sub'd., Block & Lot) Wyatt S/D, Lot 4 Legal description (Township, Range & Section) Lot Size 9,225 Sq. Ft. Day phone 350-7714 Zip Code 99508 Zip Code 99577 Number of Bedrooms 4 THIS APPLICATION IS FOR ([~ all that apply): Absorption Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage [] THIS APPLICATION IS AN: Initial Upgrade Renewal I certify that the above information is correct. I further certify that this application is being Single Family Dwelling and is in accordance with applicable Municipal Codes. Pannone Engineering Services, LLC~~ ~ (Signature of property owner or authorized agent) made for a Permit/Rush Fees: Date of Payment: Receipt Number: (Rev. 11/05) Waiver Fees: Date of Payment: Receipt Number: Pannone Engineering Services LLC Steven R. Pannone, Principal Re§istered Professional En§ineer E-mail: steveLDpanengak.com February4,20ll Municipality of Anchorage Development Services Department On-Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Box 196650 Anchorage, Alaska 99519 Subject: Wyatt S/D Lots 4 Well Permit Request Ladies and Gentlemen: I am writing to request a permit to construct a new well be issued for this property. The proposed private water well will serve a new four-bedroom house. Currently the lot is undeveloped. The surrounding lots are undeveloped and there are no wells or septic systems within 200 feet of the proposed well. The lot will be served by a community wastewater system being permitted through ADEC. See the attached. When Lots 5 and 6 are developed, private well applications will be submitted for them under a separate header. This request is for lot 4 only. The proposed installation will not affect the future development of the surrounding or existing lots. There are no wells or septic systems within 200 feet of the proposed septic location. If you have any questions or concerns, please contact me at 272-8218. Sincerely, OF -~ ......... ~.m.l Steven R. Pannone, P.E. OwneffCivil Engineer February 3,2011 Attachments: ~V!a;ling: ?.0. Box 200257,/mchorage~ AK ~'~,~..:> East ,,.z Ave, Cdite B6, * ~ .......... '* ~' 095n:s 7 ..... p ...... c.. (.~,.,7/272.-82:Z8 FAX: (907} 272--822~J. l' PRIMARY DRAINFIELED (P) W/ ."'4 ~ ~.-'~ ' 50LF X 15'W X 0.5'ED 1.5'TD · RESE!!VE ~RA~NFIELED w/ AX20 PoR a / / ~ W ~ ~F A/ '}~i Date ~OT~: P~O~ ~G ~C, L~ FOR CONSTURCTION p.o. BOX ~00217 ANCHORAGE, AK 99510 ~i~ ~ . ~ ~ 2/4/11 PHONE (907) 272-8218 FAX (907) 272-8211 ~..' ~:~¢~ Scele N~..'~ ~ '..~ ~"=eo' WYATT S/D LOTS 4, 5, AND 6 PERMIT NO. ANCHORAGE, AK ~./[~ .~ OSPlllOO4 EXISTING SEPTIC j~ J PRIMARY DRAINFIELED (P) ^ ~. --~ .30LF X~:wx o.5'Ee, ~.~'TD~~ gO / 3 ~ ~ RESERVE DRA~NF:ELED (F) / ~vN~ !/ / ~~~oo~S.T.E.P. TANK /~ % ~% *3,~ ~ AND BACKFLOW ~¢~' TEE (F)~/~A-~ PREVENTER (P) AUX PUMP ~AULT ~? // ~~ ....... AND BACKFLOW i // /~'x'm]% X ~ PREVEHTER (FUTUR~i~ ~ /~~% % 11 ~.3 H-2 ~~. Dot e NO:S: P~O~ ~G ~C, ~ ~qF.~C4'~i, ~/~/1~ FOR CONSTURCTION P.O. BOX 100217 ANCHORAGE, AK 99510 P~ON~ (~0~) ~z2-s~s tAX (gOZ) :Z~-S2~I ~'k~ ~ ~":~o' WYATT S/D LOTS 4, 5, AND 6 o~1-~2~-o~ 051-221-05 ~' CE 8149 '~%~ PERMIT NO. · '~ 0SPl1~004 ANCHORAGE, AK PLAN (907) 550-7714 ~';~ eo~ssO~ SPECIAL PROVISIONS TO SPECIFICATIONS 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 CONSTRUCTION OF ON-SITE WASTEWATER DISPOSAL SYSTEMS. 2. ALL WORK SHALL BE IN ACCORDANCE WITH THE A-FI-ACHED SPECIFICATIONS. 5. A. SCOPE OF WORK (ADEC PERMIT): INSTALL NEW 1500 GALLON STEP TANK, AX20 POD AND NEW SOIL ABSORPTION SYSTEM. A. SCOPE OF WORK (MoA PERMIT OSP111004): CONSTRUCT A PRIVATE WELL ON LOT 4-. 4. GROUNDWATER WAS NOT OBSERVED TO A DEPTH OF 9.5' AS EVIDENCED BY THE SOIL TEST HOLE. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 9.5 FEET BELOW EXISTING GRADE, NOTIFY THE ENGINEER IMMEDIATELY. PRIMARY/RESERVE 1 Y4" DIA DRAIN PIPE W/ HOLES © 24" O.C. 0.5' FILL TOP SOIL /--& VEGITATE TH -5 -1.5-- FILL 2.5 2.5 5.0~ 5.0 2.5 0.5-[ FILTER FABRIC ORGANIC FILL W/ OR 0.5 ~-- ~ ~ ~__DRAIN ROCK STUMPS AND LOGS 2.5 BROWN SILLY GRAVEL GM 5.5 [ 15 FILTER SAND BR BoB SECTION X ~.--- FILTER FABRIC ~0--~ -~ ~ O~ O~ ~ ~ c~ //--DRAIN ROCK 6" ABOVE PiPE ~ ~- ~ = ~_ ~,,z, // ,NV 0 J ~o ~ ~ mx rY :]: // /~1 ~4" gl DRAIN PIPE L,.-O ~x O O J --< ~"~-O ~ /// Y8"I~ HOLES 24" O.C. __ [--] ~o <~ // / /--DRAIN ROCK 0.5' BELOW -- -'"" 7~_?L// PIPE INV __ , _ STEP ' "' ................ TANK -- BACKFLOW W AX20 POD PREVENTER BED PROFILE DESIGN PARAMETERS ABBREVIATIONS PRIMARY/RESERVE SEPTIC SYSTEM CU COPPER LEG E N D NO. BEDROOM: 12 (1800 gpd) DIP DUCTILE IRON PIPE TANK SIZE: 15009 (xS) TH TEST HOLE -- W- WATER LINE/ PERC RATE = <1 MPI FC FOUNDATION CLEAN OUT WELL RADIUS SOIL RATING: 4 GPD/SF T# TANK CLEAN OUT NO. AREA RQD: 450 SF C# CLEAN OUT NO. SS NEW SEPTIC SYS. TYPE: BED 15'W, 50LF, 0.5'E.D. M# MONITOR TUBE NO. R.I. RIGID INSULATION USE: DCO DOUBLE CLEAN OUT DV DIVERTER VALVE 30 LF X 15' WIDE, 0.5' E.D., TOTAL AREA: 450 SF FS FLOW SPLITTER F FUTURE (WITHIN 5 YEARS) NOTES: PANNONE ENO SVC, LLC 2/,,/~ FOR CONSTURCTION P.0. BOX 100217 ANCHORAGE, AK 99510 ..,~/~¢'' ~..~ '~I Sc0,e PHONE (907) 272-8218 FAX (907) 272-8211 ~'*:-4.gTH NTS WYATT S/D LOTS 4, 5, AND 6 051-221-02 051-221-05 · · · ~-" · · 051-221-04 OSP1 11 004 AN CH 0 R AGE, AK ~_~t.]./.O~:~.~..~.,,~ DESIGN DETAILS (907) 550-7714 l~?..~-~gs,.g~ Sheet ADVANTEX SYSTEM DESIGN ADVANTEX 24" PASSIVE 4" dim CAP AX20 POD~ INSULATEDAUXILIARY AIR ~., \ - RISER, PUMP \ SLIDE SECTION OF 6" PIPe OVER THIS CONNECTION EXTEND TO BRIDGE EXCAVATION ~~. D a t e NOTES: P~O~ ~G ~C, L~ ~eqg. SL~'~l~, 2/4/11 FOR CONSTURCTION P.O. BOX 100217 ANCHORAGE, AK 99510 ~,oN~ (~o7) ~-s21~ r~x (~o~) ~-~~ ~Z~-' ~ ~.~?~ ~,~ ~ ..'~__ ~ '... ~ ~TS WYATT S/D ~OTS 4, 5, A~D fi 051-221-03 ' 051-221-04 B OB B Y LITTLE ~~_~: 'P~KF6~ ~'~ ~ ~'. CE 8149 .'~ PERMITosP111004NO. ANCHORAGE, AK DETAILS I~,~,~ ...... ~%%~ Sheet (907) 550--7714 ~OA%~ TH-1 SOILS LOG - PERCOLATION TEST 1-- 3 2-- ORGANIC FILL 3 -- W/1'-2' ROCKS, OR STUMPS AND 4 -- LOGS X 5-- TH 7 ; 9 I -- BLUE TILL CL CLAY 10 -- 11 -- 12 BOH BEDROCK 13 --! WAS GROUND WATER SLOPE 14 -- ENCOUNTERED? N 15 -- IF YES, AT WHAT TH 16 -- DEPTH? -0-' X 17 -- DEPTH TO WATER AFTER MONITORING? --- 18 DATE: CLOCK WATER : DATE PERFORMED: 12/10/10 READING DATE TIME NETTIME LEVEL ! NETDROP READING I 1 NO PERC 2 4 6 PEROL~TION R~TE - {min/inch) PERC HOlE DIAMETER 6 inches TEST RUN BETWEEN - FTAND - FT COMMENTS: Test hole excavated by A+ HOME SERVICES. PERFORMED BY: Steven R. Pannone~ P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. NOTES: PANNONE ENG SVC, LLC FOR CONSTURCTION P.O. BOX 100217 ANCHORAGE, AK 99510 ~'.~'f,~... ...... ¢,Xi~II 2/4/11 PHONE (907) 272-8218 FAX (907)272-8211 ~c~..Y:-''.... ~~i~... Scole  NTS P.I.D. NO WYATT S/D LOTS 4, 5, AND 6 i 051-221-02 05'1-221-03 PERMIT NO. ANCHORAGE, AK ~ ~'./~/ ...... t-'~,',',~",~ 0SPl11004 ~ Z) ~,kI ~ Sheet SOILS LOG (907) 350-7714 '~.'¥~-.Z.Z-~.,~.-~. S OF 7 CLOCK WATER READING DATE TIME NET TIME LEVEL NET DROP READING 1 NO PERC 2 3 4 5 6 TH-2 SOILS LOG - PERCOLATION TEST 2-- ORGANIC FILL 3 -- W/1'-2' ROCKS, OR STUMPS AND 4 -- LOGS X 5-- J TH 7 8-- BLUE TILL 9 -- CL CLAY 10 -- 11 BOH 13 -- WAS GROUND WATER SLOPE 14 -- ENCOUNTERED? N 15 -- IF YES, AT WHAT TH 16 -- DEPTH? -0-' X 17 -- DEPTH TO WATER AFTER MONITORING? --- 18 DATE: DATE PERFORMED: 12/10/10 READING DATE CLOCK WATER TIME NET TIME LEVEL NET DROP READING 1 NO PERC ' 2 3 4 5 6 PEROLATION RATE - (rain/inch) PERC HOLE DIAMETER 6 inches TEST RUN BE'I'VVEEN - FTAND - FT COMMENTS: Test hole excavated by A+ HOME SERVICES. PERFORMED BY: Steven R. Pannone, P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST NOTES: PANNONE ENG SVC, LLC .OF AL-' Dote FOR CONSTURCTION P.O. BOX 100217 ANCHORAGE, AK 99510 ~-~?"~' '"~'?P.~}ia 2/4/11 PHONE (907) 272-8218 FAX (907) 272-8211 ~'~.CO..' ~ ~l~iP":."~ ~, Scole WYATT S/D LOTS 4, 5, AND 6 ~~P.I.D. NO~"'llr"4~~:t~~ NTS 051-221-02 051-221-03 BOBBY LITTLE ~,~~--~$~. ~ 051-221-04 r~a ?~). CE 8149 .',~,~,~ PERMIT NO. ANCHORAGE, AK i,,j j ~.~,~./.¢. g..~ c~.. ~.9%,,~ 0SPll1004 DETAILS (907) 350-7714 ll~O~S~(O~ Sheet READING DATE CLOCK WATER TIME NET TIME LEVEL NET DROP READING 1 NO PERC 2 3 4 5 6 TH-3 SOILS LOG - PERCOLATION TEST SLOPE / 2-- 3 -- ORGANIC FILL W/1'-2' ROCKS, OR STUMPS AND 4 LOGS X 5-- TH 6 7 ~--- BROWN SILTY GM GRAVEL 8-- : 9~ 10 -- BOH BEDROCK 11 -- 13 ~ WAS GROUND WATER SLOPE 14 ~ ENCOUNTERED? N 15 -- IF YES, AT WHAT TH 16 ~ DEPTH? -0-' x 17 ~ DEPTH TO WATER AFTER MONITORING? -DRY- 18 DATE: 12/17/10 ~ WATER CLOCK DATE PERFORMED: 1~10/10 READING DATE TIME NETTIME LEVEL NET DROP READING ~ 12/10/2016 <1 MPI 2 3 i 4 5 6 PERO~TION ~TE <1 (min/inch) PERC HOLE DIAMETER 6 inches TEST RUN BE~EEN 6 COMMENTS: Test hole excavated by A+ HOME SERVICES. ~ec hole was preso~ed. Test mn for one hour. Last 3 read~gs reposed PERFORMED BY: Steven R. P~none~ P.E. I CERTIFY THAT THIS TEST WAS PERFO~ED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. 2/4/~ FOR CONSTURCTION P.0. BOX 100217 ANCHORAGE, AK 99510 ~.- PHONE (907)272-8218 lAX (907)272-8211 ~.~ ~ .~;,[ ScoIeNTS  .... iP.I.D. NO WYATT S/D LOTS 4, 5, AND 6 BOBBY LITTLE DETAILS (907) 350-7714 '~X~&~ 7 OF 7 WATER CLOCK READING DATE NET TIME LEVEL NET DROP TIME READING 1 12/10/2016 <1 MPI 2 3 4 5 6 DEPT. OF ENVIRONMENTAL CONSERVATION DIVISION OF WATER WASTEWATER DISCHARGE ATHORIZATION PROGRAM 555 CORDOVA ANCHORAGE, AK 99501 Phone: (907) 269-7519 Fax: (907) 269-3487 http ://www. state, ak.us/dec/ March 30, 2011 Steven Pannone P.O. Box 100217 Anchorage, Alaska 99510 Re; Wyatt Subdivision, Lots 4, 5, & 6, Chugiak-Conditional Approval to Construct a Wastewater Treatment and Disposal System-ADEC Plan Tracking Number 8465 Dear Mr. Pannone: On March 21, 2011 the Department received an engineering plan submittal for a community wastewater treatment and disposal system with an agreement to allow the system to operate with a common disposal field after treatment with an advanced wastewater system on each of the three lots. The design for the planned development has a 4 bedroom home on each lot that is served by a 1,500 gallon STEP tank system with an AX-20 Advanced treatment pod with the effluent pumped to a common drainfield for onsite disposal of the treated wastewater. The drainfield is designed for the combined flow from the three homes and is to be able to treat the 1800 gallons per day. An application rate of 4 gallons per day per square foot was based on the advanced treatment and our factor of safety. Using the application rates the SAS required 450 ft2 of leaching area. The use of 15 feet by 30 feet is being used to meet this sizing. Separation distances to bedrock and expected water table have been met per the field sampling conducted on December 10, 2010. As the percolation rate of the soil requires a two foot sand filter. Both the depth to bedrock and the proper amount of cover material over the drain pipe needs to assured. Remember if insulation is not used the States required depth of cover is 4 feet. The Department has reviewed the engineering plans submitted for the community domestic onsite wastewater disposal and treatment system and per the Wastewater Regulations 18 AAC 72.235 Conditional Approval to Construct the proposed system is hereby issued. A "Certificate to Construct" for the community wastewater system is enclosed. Please use the referenced plan number in correspondence regarding this project. STATE OF'ALASKA '" ; 0 ~?ARTMENT OF ~=NV[RCNM~N.'FAL CONS~RVATIQN CONSI~RUCTION AND OPERATION C~RTI~ICAT~ DO~I~STIC W&ST~WAT~R DISPOSAL SYST~I$ ....,. ' =/7 ' A. APPROVALTO CONSTRUCT ~~5~~'~~ _,~ ....... ~.,~. ' . , ~ approved. .~.. -' ' ~condJdon~ly approved (~ea a~aohed oond[[loA~) 8Y ' T~ ~. ~ ' ~ . DA~E ~peci~on~ must be aubmiffad ~or review ~d appmv~ before con~t~c~on, APPROVED CHANGE QRDERS Change (con~ o~er n~. er dacd~e m~aranca) Approved by Date :; APPROVAL T'O OPERATE The "A~PROVAI' TO 0PERAT~' section must be c~mp{eted znd signed by Oapa~ment before' this system is made'available for. usa. ~ constructicn of ~he. domestic wastawatsr disposal s'./st~m w~ completed on (da~). T~e system is hereby granted interfm approval to'op,.rate for 90. days follo,Mng the'completion data. TFI L,F.' - OATE A~-built Clans submittal during the int..rim approval ~aricd,,~r an in~ec,~on iW th=. [::)--.pertinent, has ~nfirmad th=. ~yetam ,,vas canstru~tad accc~rdlng t6 the approved plans. Th=. system Is hereby g~'antad final' approval to cp=.rat=.. ' ' QATE This approval is contingent upon compliance with the following conditions: 1) The soils information points out concerns of both depth to bedrock and proper cover over the field. Please assure these important concerns are to be met by providing a site inspection at the time the soil absorption system is installed. The engineer will need to confirm the site conditions, on the record drawings. 2) Please list the owner's representative, electrical contractor, plumbing contractor, monitoring contractor, sludge pumping service with a contact name and number to allow our office to have this contact information. Should this change advise the owner's representative that he/she is responsible to keep this information current? 3) If the applicant fails to construct, alter, install, or modify the system within two (2) years after the date that the department issues an approval to construct, the approval is void, and plans must be resubmitted, [along with associated fees], for department review and approval. 4) Deviations from approved plans which affect capacity, flow, operation, major design of units, point of discharge, materials of major system components (such as pipe, lagoon liners, etc.), or separation distances, must be approved by DEC in writing prior to their implementation. 5) This approval is contingent upon compliance with the conditions of Wastewater Disposal Regulations, 18 AAC 72.235, Construction Certification. The noted section of the regulations requires that a "Certification of Construction" be completed and submitted to the Department within ninety (90) days of completion of construction. As- built plans or record drawings should indicate any changes or deviations from the approved plans to facilitate final review. A "Certification of Construction" form is enclosed for your use. 6) This approval is contingent upon your receipt of any other state, federal or local authorizations which are required for your project. You are required to obtain all other necessary authorizations before proceeding with your project. 7) You are advised that if this development will require placing fill in wetlands or working in a stream, river, or lake, permits from the U.S. Army Corps of Engineers and the Alaska Department of Natural Resources may be required. A Coastal Projects Questionnaire will help you identify other permits and approvals that may be required for your project. This approval does not imply the granting of additional authorizations nor obligate any state, federal or local regulatory body to grant required authorizations. Any person who disagrees with this decision may request an adjudicatory hearing in accordance with 18 AAC 15.195- 18 AAC 15.340 or an informal review by the Division Director in accordance with 18 AAC 15.185. Informal review requests must be delivered to the Division Director, 555 Cordova Street, Anchorage, Alaska 99501, within 15 days of receiving the decision. Guidance information on the informal review process may be found at http: / / www. dec. state, ak. us / commish / ReviewGuidance. htm. Adjudicatory hearings requests must be delivered to the Commissioner of the Department of Environmental Conservation, 410 Willoughby Avenue, Suite 303, P.O. Box 111800, Juneau, Alaska 99801, within 30 days of the decision. If a hearing is not requested within 30 days, the right to appeal is waived. Thank you for your cooperation. If you have any questions please do not hesitate to contact me at 269-7519. Respectfully, William R. Rieth, P.E. Environmental Engineer Enclosure: As stated cc: William Smyth, WW, w/o eric.