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Home My WebLink AboutSEAVIEW HEIGHTS BLK 2 LT 6 (LT 13)Seaview Heights Block 2 Lot 6 (lot 13) #011-261-14 Municipality of Anchorage On-Site Water and Wastewater Section • (907) 343-7904 Page 1 of 2 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP191007 PID Number: 011-261-14 Dwelling: RN Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: Q New ❑ Upgrade Name Daniel Shantz ABSORPTION FIELD Site Address Dee ❑ ® 8680 Sommers Place p Trench E] Wide Trench ❑Bed ❑Mound ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 3 1.0 GPD/SF 12.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe Subdivision Block Lot 4.0 Ft. 8.0 Ft. Seaview Heights 2 6(13) Fill added above original or. Gravel length Township Range Section 2.0'+ Ft. 30.0 Ft. Gravel width Beds: Number of Lines Distance between lines SEPARATION DISTANCES 2.5 Ft. N/A N/A Ft. p p TO Se tic Absor tion Holding Sewer Total absorption area Number of trenches Dist. between trenches Tank Field Lift Station From Tank Line 480 FtZ 1 N/A Ft. Well 100'+ 100'+ n/a I n/a 25'+ TANK E Septic EJS.T.E.P. ❑ Holding ElOther Manufacturer Capacity Surface water 1100'+ 100'+ n/a I n/a Anchorage Tank 1000 Gal. Material Number of compartments Lot Line I 51+ 10'+ n/a ( n/a NA Steel 2 i LIFT STATION Foundation 10'+ 10'+ n/a n/a Manufacturer Capacity Remarks Gal. Alarm location Electrical installed by PIPE MATERIAL House to tank Tank to Installer 3034 drainfield 3034 Redmond Excavating Drainfield 3034 CO/MT3034 Inspector Pannone Engineering BENCH MARK (Assumed elevation) 156.0 e Inspection ection 1`'` 4/25/19 2 4/29/19 p Location and description V 4/29/19 4'" 2/21/2020 SW Bottom House Trim ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp Conditional Approval:�k� Date OF A� � • ......:9s ,� : 49 TH�� Steven R. Panricre Septic System p Y 814? Approved '�_G lac Date -- � � c�!��J � �� •. • .... • .�F� ..�, Note: this approval does not include well permit requirements. (Rev 05/02/18) 1; 1111111iqiq��11 t p ¢ z Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve@panengak.com 13 May 2020 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road P. 0. Box 196650 Anchorage, Alaska 99519 Subject: Seaview Heights B2 L6 (L13) Inspection Report & Record Drawing Comments Permit Number: OSP191007 Ladies and Gentlemen: On 5/8/2020 we received comments in response to inspection report and record drawing submittal. The comments have been addressed as follows: 1. Submit Well decommissioning log. Response: The existing private well was found to be on an adjacent lot and not on the subject property. 2. The Septic Tank and Drain Field are located under a driveway. Address freeze protection, structural stability, and access to clean outs. Response: The survey shows the entire building pad as driveway, the actual driveway ends at the southwest corner of the house. The area to the west of the house was leveled with fill after the on-site system was installed. It is the intent of the homeowner to topsoil and seed the area. Please contact me if you have any comments or concerns. Sincer , Steven R. Pannone, P.E. Owner/Civil Engineer Anchorage I✓l;c!I 17. P.O. u QX '1002117, /-li"1C i;Cli'�i��, AK 9195,110-0217' Pains r :iaiiir?g: P.O. Box 1807, Palmer, AK 99645 Telephone: (90 7) 745-8200 FAX: (907) 745-8201 �-f to00 O.m.-� _ � N O N cn u1 .A .1 �Kpr�-OOIX ;00m M °zocc v,ofn< `n I s D pNOrZZ D C4 -P O 2 r O N cZ) O O O W r O U1 cn I m; z0 U)z Cb > O zO C cD r m ff O - c m C c m - nr 0 z N n cm �l fn -1 >0 y'Zm 0 NOTES: RECORD DRAWING { DRAWN I ACP I SITE PLAN N N O N cn u1 .A .1 j C4 -P C.4 N CD U1 D U1 Cb C,4 -? cD N t m N Cl W N N Uj �l CO C4 C CO Co CD ,cD�v000 m -1 -I W C K: Cn D (n 'D -I Z -0 00m zcnmO;OZ- (T'1 Dop r Drn;7\CD DCA Dx Z��;QD;uU)mA ;0 0O_i DNO CCi D cn = !'i o z m ---1p Cf) Z 00 o Co m 0- no" �D O O o c'j OO �-I U) 0� P V) -nm im o— 0�� 0 n N M m _ 0 —i N co `. m O p fj p O o `yob -00 m r- x rn- r N r- Cn fTt 0 \ n 0 r O < \ O O x D �1 zcoz �- Z mom p rn > x SOMMERPLACE mp _ _ Z 0 � 7- 0w ng PANNE ENG SVC LLC C.I. 10881 REVISIONS DA' PHONE (907} 74808200 PALMER, FAX (907)9645 OF AL kh745-8201 .?aP��...... 5'�1�1, REV 1: 5/13/2020 SCAE4/2020 SEAVIEW HEIGHTS 82 L6(L13) DANIEL SHANTZ SITE: 8680 SOMMERS PLACE ANCHORAGE, AK teven 'R -Panne CE 8149 4 1" = 50' I.D. NO 011-261-14 ERMIT NO. OSP191007 ;HEET 2OF2 w t � �Z 0 � m m -1 i { x 0 cn -mei O V) l Omo COCA j I n< ODA Cn � z = { x _ � \_ O / ;u100 N f N�'D NO t V m 0 3 p O Rpz� j l n— -- — — — — — -- O > D N — - m O z U 21 mO �lo / D O N \ ;1Z o `yob -00 m r- x rn- r N r- Cn fTt 0 \ n 0 r O < \ O O x D �1 zcoz �- Z mom p rn > x SOMMERPLACE mp _ _ Z 0 � 7- 0w ng PANNE ENG SVC LLC C.I. 10881 REVISIONS DA' PHONE (907} 74808200 PALMER, FAX (907)9645 OF AL kh745-8201 .?aP��...... 5'�1�1, REV 1: 5/13/2020 SCAE4/2020 SEAVIEW HEIGHTS 82 L6(L13) DANIEL SHANTZ SITE: 8680 SOMMERS PLACE ANCHORAGE, AK teven 'R -Panne CE 8149 4 1" = 50' I.D. NO 011-261-14 ERMIT NO. OSP191007 ;HEET 2OF2 00% rumm ow., Denali Droffing Drifling Started: 8 `! 20 / .19 Completed: 8 /21/1-9 Pump Instalf: 9 / 6 Cif y/Qorou h Subdivision Block Lot Propet'ty Owner_N_ me & Address Anchorage Seaview Hghts Plat 13 Dan Shantz P12C 1.9 tNel1 location: Latifurle Longitude meridiata Toyvnship Range Section 1/4 of _ 1I-1 of 1/4 of •1/4 BORJ FIQLE DATA: (from ground surface) Drillrrmethod. :.,.. Ir I'otary,ahfe faal,QOfher Su est T.M. Hanna's by dro eolo ,c classification s stem* +` gg 9 g y vile// usePublic supply,Doestic,Reinjection,Hydrofracking haps:!/rnv.ng awa.or h'VC Product?id=a9850000008Yub3AAD ';m Depth QCorn mercial,0Observafion/h4onitoring,OTest/Explorafoty,aCooling l Casing stick up Overburden Sandy gravel Silt and sand Sandy gravel Sand, small Sand with gravel Damp sand and gravel Sand with gravel Silty sand, damp Wet clay Wet sandy gra, Water in gravel or buildings, etc.): WATER QUALITY TESTING collbrm COV100 i Nitrates /.. >♦ i FromTo 11 11'rV1.9ation/Agriculture,UGrounding, Recharge/Aquifer Storage, 0 3 BHeatin g,�Geofherrna! Expiorafion,�Other 3 6 Fluids used: 6 52 Depth of hole: 240 ft Casing stickup: 3 ft 52Casing type: A53 Grade B Casing thickness: 250 inches 58 Casing diameter: 6 inches Casing depth: 240 ft 58 92 Liner type: Depth: fi Diameter: inches 92 132 Note: 132 154 Well intake opening type: !_ Open end, t_ penitcie,oi ' Other 154 164 Screen We: , Screen mesh size: Screen start., _ ft, Screen stop: ft, PerforatedOYesdNo 164 186 Perforation descri tion: p Perf from: ft, Pert 186 191 to: --ft, Perf from: ft, Perf to: _ ft 191 216 Grave( pacicedQYes No Gravel start: ft, Gravel stop: ft 216 230 Note: Static water (from top of casing): 149 ft on ! / Artesian well❑ 230 240 Pumping levet & yield: 240 feet after 1 hours at 10 .. qpm Method of testing: Air Development method: _ Duration: Recovery tate: 10 gena Gr•outtype: Casing seal Volume 100 lbs. Depth: From 0 ft, To 50 ff 3 -oad names, F AS 41.08.020(b)(4) and AAC 'I 'I AAC 93.140(1) require that a ropy of ti ie well log be submitted to file Department of Natural resources within 45 days of well completion. Well logs may ,e submitted using the online well log reporting system variable at: Up$://dni-.alaska.gov/wefts/ R ernail electronic well lords to lr.4vater.renorts(a)alaska qov -- for Using the Hydrogeologlc Crasslrication S}sfern for Logging +' Weft Boreholes by Thomas (0, Hanna iVGWA Press tnal pump Intake depfh: 211 ft Model: 10SQE 07-2. 40 Pump size:—. 75 hp Brand name: Grundfos Was well disinfected upon completion?,._, Yes _ , No Method of disinfection: Chlorine Tabs Was vrater quality tested?[]Yes rZNo Water quality parameters tested: _ Well driller name:._.....a e es �erq pumptnstangr:gampna Denali Driliin J Hefty Drilling Inc Company name, ,, nc,............................, ....................... 8240 Petersburg Street P O. Box 142130, Anchorage, AK 99511 Mailing address . -...8240 g................... ....................................... City: Anchorage State: At<Zip: 99507 Phone number: 907 ) 562 - 2312 Dr((!ei's signature: Date; 8 / 28 / 2019 Anchorage municipal Code 15.55.060(J) and North Pole Ordinance 13.32.030(D) require that a copy of this well log be submitted to Iha Development Services Department/City within 30 days of well completion, City Permit Number: OSP 191007 Date of Issue: 1 1.10 / 2019 Parcel Idehlification /dumber: Development Services Department Building Safety Division 6E_ BU On -Site Water & Wastewater Program o 4700 Elmore Road z P.O. Box 196650 a ~ Mark Be9 ich Anchorage, AK 99507 s n E T Y Mayor www.muni.org/onsite (907) 343-7904 Pump Installation Log Well Drilling Permit Number:- C5P 1qj (fl Date of Issue: I 10111 Parcel Identification Number: " Legal Description Seg. v e w fi 1� 91„f 5 CJV 6, Ir roperty Owner Name & Address: �iu kI -b°1 r � IQ C oCk.✓1 � � c' h � �. Pump Installation Date: C, -L- 1_L- 19 Pump Intake Depth Below Top of Well Casing: ,A ( feet Pump Manufacturer's Name: r_ 1%.4d_ �-o e Pump Model:) n S 40^ V7 - a) yo Pump Size 17`-) hp Pitless Adapter Burial Depth: I l feet Pitless Adapter Manufacturer's Name: Cc, m6at 6-10 Pitless Adapter Installer: Wi ain C� Well Disinfected Upon Completion? IYes n No Method of Disinfection: A.1 lar i'—#, -1G t05 Comments: Pump Installer Name:, _. V(1 �� V I ria Bo,_1121.30 Aa homgc, AK99511 Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. as OF LOT 14 LOT 713 QD 4-g TH EXISTING ! p ....:................... ......... � o S6y�o j HOUSE CD 69E 1300 SQ: FT.Its 00 I ::......... . .. STEVEN CALLA HAN . o D LOT 13 0 1 GARAGE SLAB So0 'p� LS -12034 ;OD fi PaCD Cb A i7.7' I ��QS SIO n � C:) i 7.9' -- -- - 63.8. ,� ----------- — 24.4' ----------- --..--.------------ -- Cobq - I 38.2' 4.0' �- J Co I / 8.0'` CD 3Q I p �v OCII 00 OC❑ ! 0 1'\-' f Oc❑ I 38.2',Cy Y° r 1 u - 1Q 0. NOTES: SHED -__1 __----- �;� �� o ! p! 1. THIS DRAWING SHALL NOT BE MODIFIED WITHOUT THE 15.7'x 11.6' �6Qo� a EXISTING C!? EXPRESSED WRITTEN CONSENT OF LCG LANTECH. 135 SQ. FT. SSW _ z/� DRIVEWAY I W w -- - {GRAVEL --- } SECOND STORY DECK /rv0. "7 2. LOT SQUARE FOOTAGE: 10,800 SQ. FT, LOT 7A I 6'x 22.5' 8' /-- ._ _ C7 135 SQ. FT. i LOT 12 \SHED / WELL ENTRANCE PORCH 8'x 8' WITH ROOF OVERHANG ABOVE 64 SQ. FT, 30' ADDRESS SIGN LOCATION PERMIT NO. R19-1369 250 H Street LEGAL DESCRIPTION: AS - BUILT ADDRESS: 8680 SOMMERS PLACE Anchorage, Alaska 99501 ��r BLOCK, LEGEND: PARCEL #: 011-261-14-00 - SUrve Department S EAV f EW H E 1 G HTS SUBDIVISION BOUNDARY LINE, SURVEY CERTIFICATION: LCG LANTECH, INC HAS CONDUCTED A PHYSICAL Phone 562-5291 WATER WELL V^I LOT 13 SURVEY OF THE PROPERTY A5 SHOWN ON THIS DRAWING AND CERTIFIES ADJACENT LOT THAT THE IMPROVEMENTS SITUATED THEREON ARE WITHIN THE IncPROPERTY LINES AND NO ENCROACHMENTS EXIST OTHER THAN NOTED. 0 Mainline DRAWN DATE: 4/22/2020 I WORK ORDER: 18142 ROAD CENTERLINE -------- - ---- �,�^',�. Phone 243-8985 -------- ------- ------ ----- ---___ EXCLUSIONARY NOTE: IT IS THE OWNERS' RESPONSIBILITY TO ROOF EAVE -- - - - - - - - - DETERMINE THE EXISTENCE OF ANY EASEMENTS, COVENANTS, AECC 668 DRAWN BY: MH/SC PLAT: P -162C FB/PG: $i 1 - SEPTIC STANDPIPE RESTRICTIONS OR RIGHT -OF -WHY TAKINGS WHICH DO NOT APPEAR ON CHECKED BY: SC GRID: SW2322 O C❑ DRAINAGE �0l� THE RECORDED SUBDIVISION PLAT. UNDER NO CIRCUMSTANCES ____ ___ __ _ {CLEANOUT) ARROWS: ` SHOULD ANY DATA HEREON BE USED FOR CONSTRUCTION, FOR ORDERED BY: DANIEL SHANTZ SCALE: 1" = 30' ZONING: R1A \ ESTABLISHING PROPERTY LINES, OR FOR PLOT -PLAN PURPOSES. MUNICIPALITY OF ANCHORAGE On -Site Water &Wastewater Program PO Box 180850 47UnElmore Road Anchorage, A{ammV9519-5850 Phone: (8O7)343'r9V4 Fax: (V07)343'79g/ Permit Number: OSP191007 Work Type: VVeUSapfio|niUa| Tax Code Number: 81128114000 Site Legal Address: SEAVIEW HEIGHTS BLK 2 LT 6 (LT 13) G.2322 Site Mailing Address: 8680 SOMMERS PL, Anchorage Owner: SHANTZ DANIEL & Design Engineer: PANNONEENGINEERING SERVICES This permit is for the construction of: Effective Date Expiration Date: Lot Size in Sq Ft: Total Bedrooms: 1/1D/2019 V1OClO2U f2l Disposal Field 2v Septic Tank 11Holding Tank El Privy Z Private Well ElWater Storage All construction shall beinaccordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15,65 and the State ofAlaska Wastewater Disposal Regulations (18AAC72)and Drinking Water Regulations (18AACO0) 3 The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.6S.Provide notification bycalling (BU7)343'79D4(24/7), 4� From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall beeither� a. Opened and Closed nnthe same day, or b. Covered, sealed, and heated toprevent freezing Special Provisions: Awell decommissioning log for the old well shall be submitted with the inspection report to close out this permit. Received B\ Issued By: Date 3 EI'Lf7N5 slum MUNICIPALITY OF ANCHORAGE Community Development Department ` `k Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 011-261-14 Property owner(s) Daniel Shantz & Susan Owen Mailing address P.O. Box 68 Girdwood, Ak 99587 Site address 8680 Sommers Place Anchorage, AK Day phone Legal description (Sub'd., Block & Lot) Seaview Heights B2 L6 (Lot 13) Legal description (Township, Range & Section) Lot Size 10,800 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑x Initial 0 Single Family (SF) ❑X Septic Tank x❑ Upgrade ❑ (w/wo ADU) Holding Tank ❑ Renewal ❑ Duplex (D) ❑ Privy ❑ Multiple Dwellings ❑ (SF and/or D) Private Well ❑x Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Dis tance: 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: d Waiver Fees: _ Date of Payment: lI i`�9 Date of Payment: Receipt Number: ,7q 66_ Receipt Number: Permit No. Q S / 9 )L 0 Waiver No. Permit App_-'- :• a Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve@panengak.com 10 January 2019 Subject: Seaview Heights B2 L6 (Lot13) Well and Septic System Permit Request Design Narrative This is a design narrative for a permit to install a well and septic system to be issued for this property. The proposed systems will serve a proposed three-bedroom (3) house. Currently the lot is undeveloped. This lot and surrounding lots will be served by private wells. Currently there is no wells within 100 feet of the proposed system. 1. Soils. A test hole was performed on this lot by Pannone Engineering Services on 10/16/2018, and groundwater was monitored for at least seven days. Ground water was not observed in the test hole monitor tube. Bedrock was not encountered in the test hole. Based on the results of the percolation tests, overall soils appearance and the selection of the proposed drain field; an application rate of 1.0 gallons/day/square feet was used for a conventional wastewater system in the area of the test hole. 2. Soil Absorption System Design. a. See Sheet 1 of the design package. 3. 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. 4. Topography: The existing topography generally slopes from east to the west in the area surrounding the septic system at approximately 20%. There are no steep slopes greater than 46% within 50' of the proposed drain field. This system complies with steep slope requirements; 15.65.210.4.a 5. Drawing Markings: The Drawings are marked "For MoA Review Only". 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 this or the surrounding lots. If you have any questions or concerns, please contact me at 745-8200. Sincerely, Steven R. Pannone, P.E. Owner/Civil Engineer Aaron Paradis From: Dan Moran Sent: Tuesday, January 08, 2019 9:08 AM To: Aaron Paradis Subject: Fw: AutoCAD drawing Attachments: TadSite-FIT.pdf From: Accounting Sent: Sunday, December 30, 2018 6:15 AM To: Dan Moran; Steve Pannone Subject: Fw: AutoCAD drawing Dan - This is the Daniel Shantz project that is now a GO ... right ricky ticky cuz they're turning in building permits in the next week I think. I put the file back on your desk here at the Palmer Office. Jan Frazier, Business Manager Pannone Engineering Services, LLC From: Dan Shantz <d.shantz@macswain.com> Sent: Friday, December 28, 2018 2:59 PM To: Tim Olson Cc: Steve Callaghan; Accounting Subject: FW: AutoCAD drawing Ti m, Could you forward AutoCAD version of site plan to Steve Callaghan the surveyor so he can make a plot plan needed by the engineer (Steve Pannone) to design the septic system. To all, the telephone pole, guy wire, old septic cleanout, cabin, and A -frame all demolished and signed off by MOA. Thanks and Happy Holidays. Dan Shantz 907-351-8334 From: Tim Olson[mailto:tim.olson6@frontier.com] Sent: Wednesday, November 28, 2018 8:55 AM To: Dan Shantz <d.shantz@macswain.com> Cc: 'Tad Shantz' <tadshantz@gmail.com>; dansue@alaska.net Subject: RE: AutoCAD drawing 1 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP191007, Rebecca Carroll, 01/10/19 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP191007, Rebecca Carroll, 01/10/19 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP191007, Rebecca Carroll, 01/10/19 R ANCHORA6E AREA B 6H ~..~.~//~/ ' Department of Environmental Quality 1 '~--~' 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME ,~f/~) /~//~//'~ MAILING ADDRESS LOCATION ?~~'Ob'd)' ?~/c///C/~//~- :/~. LEGAL DESCRIPTION At /~Y SEPTIC TANK: DISTANCE / FROM WELL -~d MANUFACTURER MATERIAL. NUMBER OF COMPARTMENTS / INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY ~/~-~ GALLONS. SEEPAGE PIT: / LINING MATERIAL CRIB SIZE: DIAMETER DISTANCE FROM: WELL BUILDING FOUNDATIONr~~/~, NEAREST LOT LINE /?i TOTAL EFFECTIVE AREA) /~////~-- SQ. FT. ABSORPTION AREA (WALL / ADDITIONAL ABSORPTION " WELL: TYPE ~//~//(~-~/~ CONSTRUCTION (~ // ~f~//~/~;;; DEPTH '<~"~// DISTANCE FROM: BUILDINGFouNDATiON ,'/~ /~Z- , NEARESTLoT LINE ,,d, PP, g'~/Y/~ /NEAREST / ~- SEPTIC .._~..~- / SEEPAGE / -- , SEWER LINE /~ , TANK.__, SYSTEM 7/ C'ESSPOO L OTHER SOURCES APPROVED ~ DISAPPROVED D I STA NC ES: S~5/b/-x~/~2 DIAGRAM OF SYSTEM INSTALLED BY: PIPE MATERIAL: LOT SLOPE: REMARKS: prEAT~R ANCHORAge AREA BORO,UGH ,~ j~ DEPARTMENT OF ENVIRONMENTAL QUALITY .~ 3330 "C" STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-4561 SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT PERMIT NO. MAILING ADDRESS INSTALLATION OF: SEPTIC TANK TYPE AND SIZE OF FACILITY TO BE SERVED FINANCED THROUGH S O,L TeST RESULTS COMPLETION DATE ANTICIPATED FINAL INSPECTIO.N: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT F PECTION DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEEPAGE P~ii ~ DRAIN FIELD OTHER TO BE INSTALLED bY -- NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST BY THE SEPTIC TANK size L TYPE '-') SeEPAGe AReA SIZE TYPE MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK ~J / -/ SEPTIC TANK TO SEEPAGE PIT WALL / SEPTIC Tank ~--/ ., seepage Pit ~'~(~' TO NEAREST LOT LINE. WELL TO SEPTIC Tank /~ ~') ~; DRAIN FIELD WATER MAIN TO SEPTIC TANK /~..~ / DRAIN FIELD SePTiC TANk, /~(~' / · SeePAge PIt TO RIVER, LAKE. STREAM. DRAin FIELD / DRAIN FIELD / ALSO CONSIDER AREA WELLS. , SEEPAGE Pit /~ DRAIN FIELD 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 CONFORM TO BOROUGH REC~LATIONS RE'~ARDING INSTALLATION. LICENSED DE ER DIAGRAM OF SYSTEM I CERTIFY THAT I AM FAMILIAR With THE REQUIREMENTS OF Gl EATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. FORM NO. EQ016-