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HomeMy WebLinkAboutRABBIT CREEK VIEW & HEIGHTS BLK 5H LT 39AOnsite File Rabbit Creek View & Heights Block 5H Lot 39A #020-551-57 Only the field was installed under 2010 permit-field will need to be documented when tank & well permit is requested. Engineer: Legal Description Parcel ID: Permit: Report Type: Municipality Of Anchorage On -Site Water and Wastewater Program P.O. Box 196550 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite Review Comments Pannone Rabbit Creek Heights Blk 5H Lt 39A 02055157000 OSP101235 WellSeptic As Built Review 1)cpartii�c�uC 3/13/2018 Completed By: R.Carroll The application has been reviewed and the following comments have been generated. These are to be satisfactorily addressed prior to MOA approval: 1. Only the drainfield has been installed. A permit renewal will be required to complete the tank and well installation. 2. To close out the drainfield portion of the permit, a site plan and profile drawing is required to document the following: a) Invert elevation of the beginning and end of the distribution pipe in relation to original grade. b) Elevation of the bottom of test hole and water table in relation to original grade. c) Construction of drainfield. 3. Enter number of bedrooms on IR form. 4. Since the well has not been drilled, please remove well to absorption field and sewer line separation distances entered on IR form. 5. Since the foundation is not in, please remove the foundation to absorption field separation distance entered on the IR form. 6. Gravel depth entered on IR form is 3.0 feet. Design had 0.5 feet. Please confirm. 7. Bench Mark is noted as SW Bottom Trim. What trim is this referring to? ����¢ry S� c� Carroll, Rebecca M. From: Steve Pannone <Steve@panengak.com> Sent: Tuesday, March 13, 2018 12:05 PM To: Carroll, Rebecca M. Subject: RE: RABBIT CREEK VIEW & HEIGHTS BLK 5H LT 39A Becca, Copy ... I will respond to these comments when/if we ever complete the record drawings... Steven R. Pannone, P.E. Pannone Engineering Services, LLC 907.272.8218 907.272.8211 fax Please Check Out the NEW www.panengak.com Agents/Clients can order tests online, check status and email staff PES give our Active Military/retired Vets a 5% discount on Engineering services. From: Carroll, Rebecca M.[mailto:Carrol[RM@ci.anchorage.ak.us] Sent: Tuesday, March 13, 2018 12:03 PM To: Steve Pannone <Steve@ pa nenga k.com> Subject: RABBIT CREEK VIEW & HEIGHTS BLK 5H LT 39A Steve, These comments are mainly for us to document the status of this permit. Becca Carroll Onsite Water and Wastewater Municipality of Anchorage 343-7908 1 Municipality of Anchorage Community Development Department Page 1 of 1 On -Site Water and Wastewater Program 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite • (907) 343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP101235 PID Number: 020-551-57 ❑✓ New ❑ Upgrade Name: CALLINA NATHAN V & PHYLLYS L ABSORPTION FIELD ❑ Deep Trench ❑ Shallow Trench ❑✓ Bed ❑ Mound Address 5850 CORDOVA STREET #C ANCHORAGE, AK ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade •5 GPD/SF 1.5 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 1.0 Ft. Gravel depth beneath pipe 3•OFt. Subdivision Block Lot RABBBIT CREEK VIEW&HEIGHT 5H 39A Fill added above original grade 2.0 Ft. Gravel length 60.0 Ft. Township Range Section Gravel width 15 Ft. Beds: Number of Lines 3.0 Distance between lines 5.0 Ft. SEPARATION DISTANCES To Septic Absorption Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Lift Station Tank Line 900 Fe Ft. Well NA 139.5 N/A N/A 123.6 TANK ❑ Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Capacity I Surface Water NA 100+ NA N/A Gal. Material Number of compartments Lot Line NA 10.0 NA N/A NA Foundation NA 32.2 NA N/A LIFT STATION Manufacturer Capacity Curtain Drain NA 49.9 NA N/A Gal. Remarks DRAIN FIELD ONLY INSTALLED AT THIS Pump on level at in. Pump off level at in. High water alarm at in. TIME Pump make and model Electrical Inspections performed by PIPE MATERIAL House to tank Tank to drainfield Installer A+ HOME SERVICES Drainfield 3034 CO/MT 3034 Inspector Pannone Engineering Services BENCHMARK (Assumed elevation) 1227ft Inspectiones: 1sc 7/21/11 Location and description 2nd SW BOTTOM TRIM 3rd 4`h COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp tZ\`+�, OF AC k Conditional Approval: Date ,�G. • •'QS►���� Ed •tteven •E�. �ParinaA #.. CE 8149 AW Approved Date 111-`'rD"' Inspection Report_1-1-12.doc Rabbit Creek View & Heights Block 5H Lot 39A #020 - 551 - 57 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: OSP101235 Tax Code Number: 02055157000 Work Type: WellSeptic Initial Permit Effective Dates: December 07, 2010 Design Engineer: Subdivision: to December 07, 2011 PANNONE ENGINEERING SERVICE RABBIT CREEK VIEW & HEIGHTS Site Legal Address: RABBIT CREEK VIEW & HEIGHTS BLK 5H LT 39A G:3340 Owner/Address: CALLINA NATHAN V & PHYLLYS L 5850 CORDOVA STREET #C ANCHORAGE AK 995181356 Site Mailing Address: 8000 Merino DR, Anchorage Lot Size in Sq Ft: 32323 Total Bedrooms: 3 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: 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. ~ Special Provisions: A copy of the ROW permit for the curtain drain outfall is to be submitted prior to Final Inspection Report approval. Received By: ., (/: ~,~,~c,. / Date: Issued By: Date: Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, Alaska 99507 www.muni.org/onsite (907) 343-7904 ON-SITE SEWER/VVELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 020~1-57 Property owner(s) Nathan & Phyllys Callina Day phone 744-8086 Mailing address Zip Code Site address Zip Code Legal description (Sub'd., Block & Lot) Rabbit Creek Heights S/D, Block,~', Lot 39A Legal description (Township, Range & Section) Lot Size 32,323 Sq. Ft. Number of Bedrooms 3 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. made for a (Signature of property owner or authorized agent) Permit/Rush Fees: 7 ~ O Waiver Fees: Date of Payment: // D '- / i~ - / '~ Date of Payment: Receipt Number: (-~ /'/ ~3 ~ c~ ! Receipt Number: (Rev. 11/05) Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional Engineer E-maih steve@panen~ak com Municipality of Anchorage Development Services Department On-Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Box 196650 Anchorage, Alaska 99519 September 12, 2010 Subject: Rabbit Creek Heights S/D, Block 5, Lot 39 Septic System Permit Request Ladies and Gentlemen: I am writing to request that a permit to construct a new well and septic system be issued for this property. The proposed systems will serve a proposed three-bedroom house. The lot is not currently developed. The proposed scope of work is to install a new 1,500 gallon S.T.E.P. tank with ~X20 podg auxiliary pump vault, and absorption system along with a new private well that will serve this lot. 1. Soils. Two test holes were excavated by Gamess Engineering Group on January 11, 2010. See the attached soil log. Ground water was monitored for seven days. Ground water was monitored to a depth of 7.5 feet below ground level in TH-1 after the monitoring period. Bedrock was not encountered in the test holes. It is my opinion, based on the results of the percolation tests and overall soils appearance; an application rate of 0.5 gallons/day/square feet should be used using an advanced wastewater system for the primary and the reserve systems. e Soil Absorption System Design. See Design Drawings sheet 2 of 3 for the design calculations. 3. Surface Water: There is no surface water within 100 feet of the proposed septic tank and the existing drain field. The proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage ditches. 4. Topography: The average topography in the area of the proposed septic system is approximately 10 percent. The area the septic system will be installed is approximately 15 percent. There are no steep slopes within 50 feet of the proposed septic system. 5. Drawing Markings: The Drawings are marked "For MoA Review Only". When written notification that the review is complete and there are no further comments received from MoA On-Site Department, the note will be removed and "Issued for Construction" drawings will be issued. ~'~,.~m,-s. ?~O~ Bex S. 002LlL. 7, Anchorage Page 2 of 2 The proposed installation will not affect the future development of the surrounding or existing lots. There are no wells or septic systems within 100 feet of the proposed septic location. If you have any questions or concerns, please contact me at 272-8218. Sincerely, I.....'.....~~..:,.....~ ....~ Steven R. P~one, P.E. O~effCivil Engineer Attachments: ?,O. f3ox 200257, Anchorage, AK 99520..022.7 East 82.`? Ave,, Cuite B6, Ancho~'a~e, AK 99503 Telephone: (907) 272--.82:1.8 FAX: (907) / - % WELL (P) CONTRACTOR TO / , / . ~OBTAIN R.O.W. PERMIT D/W / / . . BEFORE WORK~NG IN - ~ ' R.O.W / k / , ' , %, ~ 15009 S.T.E.I. TANK W/ AX20 ' I~ ,, q~.s~~~ ~OD ~ ,ux PUMP V*UUm (~) .I~R~MARY DRAINFIELED (P) %~ ~ ~ I 60LF X 15'W X 0.5'ED,% : ~~ 10 0 LOT UNDEVELoPE~ , . , · ;~ ~ WITHIN '~'00 FEET : ', ~~ 1 1,6.5 ~~ MT _ TH 1 I w/SURFAC[ WATERX ~ '~~ L / - X 1'5'Tm ~ ~'I~/ I. ~T~ o I i~X (PERMITTED-1986 ' I ' ¢ ~ ' ~/ i~ .Lm%.~ ........ /..C EXPIRED) '' ' : 100' OFFSETTO~ ~ RUNNING WATER ~ ~ ............ ~ .~ 192.5 , ~ / ..~ ~ ' ~' (TO EX'G WELL) ~ /~ ' ~~. D a t e ,0~s: P~O~ ENG ~C, L~ -- '~ ~¢O~ AL* ~ ~6/~o FOR CONSTRUCTtON P.O. BOX 100217 ANCHORAGE, AK 99510 ~.~.- ...... :~, _ __ ~o~ (~o~) ~-~ ~x (~o~) ~-~ ~'~a ~ ' 1":~o' PH YLLYS CALLI N A "~ ~ 'ETP~E4~';~ ~020-551-57 ~, · · ~ PERMIT NO. ~ ~'. CE 8149 .',~ ANCHORAGE, AK fll~.. ...~ osmo~2ss PLAN (907) 744-8086 !i~pSoEsso~ Sh~t 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 WGRK SHALL BE IN ACCORDANCE WITH 7HE ATTACHED SPECIFICATIONS. 3. SCOPE OF WORK: INSTALL NEW 1500 GALLON STEP TANK, AX20 POD AND NEW SOIL ABSORPTION SYSTEM. 4. GROUNDWATER WAS OBSERVED ATA DEPTH OF 7.5' AS EVIDENCED BY THE SOIL TEST HOLE. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 7.5 FEET BELOW EXISTING GRADE, NOTIFY THE ENGINEER IMMEDIATELY. PRIMARY/RESERVE HOLES @ 24" O.C. / 2.0' FILL TOP SOIL / W& VEGITATE PES TH2 ~1.5 r ~____~LTER FABRIC -1.5~ - -- ~DRAIN ROCK -3.5 CL BELOW PIPE INV ROCK~ GM/CL WITH POCKETS DRAIN GM/ OF SAND AND SILT CL THROUGHOUT gL~/I~I~ 20.0 MIN - ~:z~ - 7.5 FILTER FABRIC~ -9 BOH ~ ~ 6" PERF PIPE ~FILTER FABRIC W/ FILTER FABRIC ~ ~ ~ //~DRAIN ROCK 6" ABOVE PIPE WRAP o~ // ~1 ~"~ DRAIN PIPE 1 NEW 1500g ~' BED STEP -- TANK W ~20 POD PROFILE DESIGN PARAMETERS PRIMARY/RESERVE SEPTIC SYSTEM ABBREVIATIONS LEGEND NO. BEDROOM: 3 (450 gpd) CU COPPER W ...... WATER LINE/ TANK SIZE: 1500g DIP DUCTILE IRON PIPE WELL RADIUS PERC RATE = 60-120 MPI TH TEST HOLE SOIL RATING: 0.5 GPD/SF- FC FOUNDATION CLEAN OUT AREA RQD: 900 SF SS NEW SEPTIC SYS. TYPE: BED 15'W, 60LF, 0.5'E.D. TO TANK CLEAN OUT NO. C~ CLEAN OUT NO. MO MONITOR TUBE NO. 60 LF X 15' WIDE, 0.5' E.D., DCO DOUBLE CLEAN OUT TOTAL AREA: 900 SF DV DIVERTER VALVE FS FLOW SPLITTER FOR CONSTRUCTION p.o. BOX 100217 ANCHORAGE, AK 99510 ~.~:.' ;.zp~,l, _ RABBIT CREEK HIS BLK 5 LT 39 N.-:. :.-~ P.i.D. NO 9, 5teve~RL?onn°se~ PERMIT NO. DESIGN DETAILS ADVANTEX SYSTEM DESIGN :! ADVANTEX 24" 4" JIM CAP AX20 PODx-- INSULATED AUXILIARY PASSIxl~VF 4" PUMP-OUT~~'' SLIDE SECTION TO PROVIDE SHEER PROTECTION- ~' EXTEND TO BRIDGE EXCAVATION ~o~s: P~O~ ENG ~C, LLC ~¢o~ ~5~}i~ FOR CONSTRUCTION P.O. BOX 100217 ANCHORAGE, AK 99510 ~.. ..... T~021i~ 1.6/lO PHONE (907) 272-8218 FAX (907)272-8211 '~9~ NTS RABBIT CREEK HTS BLK 5 ET 39 ~_.~.~~...~p.~.p. NO PH YLLYS CALLI N A~~~'"" ~'F~~-~: 'P~h~5~8'~ o2o-5s~ DETAILS (907) 744-8086 ' lii~P~bff~s{GsE~-- Sheet AND S~L~ THROUGHOUT COPiHN'CS: LO~ 59 N~T T~HE NET DROP (fi, aCHES) P~COLATf~'< RATE TEST ELaN ~-~' ..... A FOUR.~'C', .A.,~s. PSESOaK gOMH~NTS:__. ADVANCED WASTEWArER TREATMENT SYSTEM MAINTENANCE AND aEPAII1 AGI~EtMENT MEMOaANt~UM Or UNDEItSTANmNG BETWEEN MUNICIPALITY or ANCHOI~4,GE THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this ~7 f~ Day of~._~(,~_-~ of 20./O, by and between, herein the "OWNER." and the Municipality of Anchorage. herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Memorandum of Understanding agree as Follows: ADVANCED WASTEWATER TREAT: lENT SYSTEMS. Municipality grants pemissJon to Owner to utilize and operate an Advanced Wastewater .. as ,~tl ~:i~ ff ~ .................. located Treatment System (AWWTS). described - o.° Definitions. A. Alteration. Any change to the design or function of an AWWTS that Includes the instalhtion or removal of any paas. components or pieces not included in the original construction permit and design. Prior performing any alterations to an AWWTS the owner must obtain a Wastewater Disposal System Constructkm Pe~it kom thc Municipality pursuant to Anchorage Municipal C~e (hereinafter, "AMC") 15.65. B. Ce~ificate of On-Site Systems Approval. An approval by the Municipality of existing water and wastewater disposal systems given at the time of propeay sale and title transfer in accordance wilh AMC 15.65. Tt~ese approvals cerfit':y thru the systems arc adequale for the homes that they support and meet the codes that were in place at the time of system construction. C. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. D. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an AWWTS that were included in the origina[ design which would allow the AWWTS m continue to perfbm~ as designed. E. Permit (Construction) An On-Site Wastewater Disposal System Construction Permit as defined by AMC 15.65. F. Permit (Operating) An Advanced Wastewatcr Treatment System Operating Permit. An annual peri, it, issued by the Municipality. that allows the Owner to operate an AWWTS. upon meeting all thc requirements of th~s agreement, the conditions of Operating Permit, the requirements of the On-Site Wastewater System Construction Permit and all relevant provisions of AMC 15.65 3. ~e_. Owner shall pay to Municipality an annual fee ot C ($ .00), payable on or befc~re the issuance of thc operating permit and annuall3 thereafter. The annuat fee is due on or before the anniversary date of the approval by the Municipality of installed system. 4. Term. The term ot:this Memorandum of Understanding shall [~ Gr the life of the AWWTS. 'lhe term begins o~ the dare of approval by the Municipality of the installed system and shall continue while the AWWTS system is in use or operational or until the property is sold or title is transferred by owner and a new certificate of On-Site approval is issued to thc new owner or transferee of the property. 5~ Alterations, Instal!at:ion and Removal of Additional Equipment, Owner agrees not to make any alterations, removal ol'parts or additions to the AWWTS without a Construction Permit fi'om the Municipality. 6. Maintenance and Repairs. A. Throughout the tem~ ot' this Memorandum of Understanding. the Owner shall maintain AWWTS in good repair. In addition, it shall be the responsibility of the Owner during the term of this Memorandum of Understanding, and any extensions or renewals thereof, at the owner's sole expense, to pay for any and all: (1) repair(s), (2) maintenance. (3) a4iustment(s), (4) replacement costs, and (5) inspection costs. Further, Owner agrees to comply wilt all applicable ordinance, laws. regulations. rules and orders f;t~r the AWWTS. B. Owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on thc system pursuant to the terms and conditions contained in the Owner's AWW'FS Operating Permit. This schedule shaft be submitted to thc Municipality annually upon the renewal of the permit. The schedule of maintenance and repair contained in the Owner's AWWTS Operating Pem~it is: C. Owner acknowledges that the fine schedule tbr ?kiling to maintain a~d repair an AWWTS are codified in AMC I4,60. D. Owner agrees that only maintenance, repair personnel certified by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to thc system. E. Owner agrees ~.o grant the Municipality reasonable access to test and: inspect thc AWWTS upon 24 hours wri[ten notice. F. Owner agrees that any sale or transfer of title of the properly will not occur witl~out a new Certificate or On-Site Systems Approval, G, Owner agrees that the relevant provisions of the standard spec}fication g~fidebook for AWWTS is the go.verning pr()t'essional guidelines for the constructiom maintenance and repair of the Owner's AWWTS, 7~ NonwaiYer. ~[he fhilure of either party at any time to ent'brce a provision of this Memorandum of' Understanding shall in no way constitute a waiver of the provisions. nor in any way effm:t the validity ofthe Memorandum of Understanding or any part hereo't: or the right of such party thereafter to enforce each and every pro¥isioa hereof. 8. Amemlment. A. "[his Memorandum of Understanding shall only be amended, modified or changed by a writing, executed by author[zed representatives of the parties, with the same tbrmality of this Memorandum of Understanding was executed and such writing shall be attached to this Memorandum of Understanding as an ame~dment~ B. For the purposes of any amendment modification or change to the terms and conditions oi'this contract, the only authorized representatives of the parties are: Anchorage: Purchas.ing Officer C, Any atlempt to amend, modify, or change this contract by either an unauthorized representative or tmauthorized means shall be void. 9. _Jurisdiction: Choice of Law. Any civil action arising from Ibis Memorandum Understanding shall bc brought in the Superior Court fbr the Third Judicial District of the State of Alaska at Anchorage. The taws. of the State of Ataska shall govern the rights and obligations of the parties under this Memorandum of Understanding. 10. SeverabitiW, Any provisions of this Memorandum of Understanding decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisi.ons of the Memorandum of Understanding. OWNER; STATE OF ALASKA MUNICIPALITY: By: Title: Date: TH.IRD JUDICIAL DISTRICI' ) The tbregoint~ instrument was acknowledged betbre me this~ day' of NO~ ARb PUBLI( FOCAl ASKA My Commission expires: {.