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Home My WebLink AboutGREAT LAND ESTATES #3 BLK 5 LT 2Onsite File #051-133-09 Municipality of Anchorage On-Site Water and Wastewater Section • (907) 343-7904 Page of ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP191495 PID Number: 051-133-09 Dwelling: ® Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ® Upgrade Name CARL D. WRIGHT ABSORPTION FIELD ® Deep Trench ❑ Wide Trench ❑ Bed ❑ Mound Site Address 19764 HARDROCK DRIVE, CHUGIAK ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 3 1.2 GPD/SF 12 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 7 Ft. Gravel depth beneath pipe 5 Ft. Subdivision Block Lot GREAT LAND ESTATES #3 5 2 Fill added above original grade VARIES -0.58 / +0.51 Ft. Gravel length 38 Ft. Township Range Section Gravel width 5 Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 380 Ft' 1 Ft. Well 100'+ 100'+ 25'+ TANK ® Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer GREER Capacity 1000 Gal. Surface Water 100'+ 100'+ Material HDPE Number of compartments 2 Lot Line 10'+ 10'+ NA Foundation 10'+ 10'+ LIFT STATION Manufacturer Capacity Gal. Remarks Alarm location Electrical installed by Tank to PIPE MATERIAL House to tank 3034 3034 Installer RPC drainfield Drainfield 3034 CO/MT 3034 Inspector FWC BENCH MARK (Assumed elevation) 100 ft Inspection 111/16/2019 9/22/2020 Location and description 2nd 3`d 9/23/2020 4"' 1/19/2021 BOTTOM OF CHIMNEY FLUE ON-SITE WATER AND WASTEWATER SECTION APPROVALAw Conditional Approval: Date Awl TH jj . '. Curtis Huffman• • •: Aeprovetic dstem Pp i� �10 •. 9 CE 128991 Date4, Note: this approval does not include c� •. 1/27/202i.•. OpROFESSIO��L�- well permit requirements.�� kmev UO/uz/ 10) Carroll, Rebecca M. From: McGee, Lynn M. Sent: Thursday, April 15, 2021 1:34 PM To: Carroll, Rebecca M. Subject: Great Land Estates #3, Block 5, Lot 2, OSP191495 On -Site Because of the terrain features this ROW is totally unbuildable and ROW sees no requirement for an Encroachment Permit for the marginal encroachment of the septic system. The owners are put on notice the fence, steps, retaining wall, or other structure (absorption field), is an unpermitted encroachment into the street right of way, and ROW is not enforcing it at this time. Should the encroaching item(s) need moving or the owners want to replace it, the final location needs to be inside the property boundaries. Regards, Lynn McGee Senior Plan Reviewer Right of Way Section lynn.mcgee@anchorageak.gov Office: 343-8226 Fax: 249-7340 I Ari ordirie toot for knchoroge 13030 Sues Way, Anchorage, AK 99516 907-350-9566 / firstwaterAK@gmail.com January 26, 2021 Municipalities of Anchorage On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 RE: GREAT LAND ESTATES #3 BLOCK 5, LOT 2 – WAIVERS Due to site constraints (field, foundation, well radius, deck, elevations,…), the existing tank was removed, properly decommissioned and the new tank installed outside the well radius in 2019 to maintain functionality until the new field was installed the next year. Per final inspection and as-built survey, it appears the tank is approximately 3’ to the original field. The field was never exposed or compromised at tank installation and the field integrity remains intact with no adverse effects known or anticipated. Backfilled material was per code, compacted and the previous tank to field had no known issues for 43 years. Granting of this waiver is justified with no known or future issues anticipated. Per visual observations at tank installation, it appeared that 5’ was maintained between the tank and deck support. However it appears that the tank is approximately 4.6’ to the tank and we are therefore requesting a waiver of 4’ between the deck support and septic tank. The granting of this waiver is justified due to the fact that the encroaching support is a corner support with the majority of the deck’s bearing load further away from the tank, there is adequate additional structural support, the deck does not go over the tank, the tank has been improved with a HDPE tank and there have been no known issues previously and none are anticipated with the granting of this waiver. Granting of these waivers will not impact any of the neighboring properties. Please contact us if you have any questions. Sincerely, Curtis Huffman, P.E. 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 Wastewater Disposal System Permit Permit Number: OSP191495 Effective Date: ,QC - Work Type: Septic -MM Upgrade Expiration Date: Tax Code Number: 05113309000 Site Legal Address: GREAT LAND ESTATES #3 BLK 5 LT 2 G:1260 Site Mailing Address: 19764 HARDROCK DR, Chugiak Owner: WRIGHT CARL D Design Engineer: ANDERSON CONSTRUCTION & ENGINEERING This permit is for the construction of: IJ Disposal Field R1 Septic Tank ❑ Holding Tank ❑ Privy Lot Size in Sq Ft: Total Bedrooms: 1116117 7a -,,k_ 111 C'7I( Department 11/5/2019 11/4/2020 109336 ❑ 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: A right-of-way encroachment permit shall be obtained for the drainfield partially located in I the right of way prior to inspection report approval Received By: Date: / J c� Issued By: Date: Date: i 3 MUMCPlaUTY ofNFCHO AGE Development Services Department f` " Phone: 907-343-7904 On -Site Water & Wastewater Section - Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 051-133-09 Property owner(s) CARL WRIGHT Day phone 9079527779 Mailing address PO BOX 670384, CHUGIAK, AK 99567 Site address 19764 HARDROCK DRIVE, CHUGIAK, AK 99567 Legal description (Sub'd., Block & Lot) GREAT LAND EST. #3 BLOCK 5, LOT 2 Legal description (Township, Range & Section) Lot Size 109,336 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ® Initial ❑ Single Family (SF) El (w/wo ADU) Septic Tank El Upgrade FxJ Duplex (D) ❑ Holding Tank ❑ Renewal ElMultiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ 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: e2,9,7_ + 370 Waiver Fees: _ Date of Payment: it /1 f 19 I II 13I Irl Date of Payment: Receipt Number: 6L11311) �agy�Receipt Number: Permit No. 05PN/L146- Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client FormsTermit Application.doc Michael N. Anderson, P.E. Civil/Structural Engineering and Construction 4661 Natrona Ave. Anchorage, Alaska 99516 Phone 345-3377 / Fax 345-1391 November 13, 2019 On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 RE: SEPTIC SYSTEM UPGRADE PERMIT LEGAL: GREAT LAND ESTATES #3 BLOCK 5, LOT 2 During the septic tank installation it was determined that the septic field is mostly saturated and the owner has requested we proceed forward to obtain a septic permit to upgrade the complete septic system on the subject lot. The proposed upgrade will serve the existing 3 -bedroom house. The slopes are flat at the proposed septic field location with slopes >25% more than 50'+ away. Recent testhole and groundwater monitoring results are attached for your review. We propose to install one 38' long deep trench. The lot and area are served by private water. The proposed design will not impact any of the neighboring properties due to the lot layout. Please contact Brent M. Western or me if you have any questions. Sincerely, r Michael N. Anderson, P.E. Support Services u, Brent M. Western F is[ Mel 907-440-4601 "C. as ra ite Michael N. Anderson, P.E. Civil/Structural Engineering and Construction 4661 Natrona Ave. Anchorage, Alaska 99516 Phone 345-3377 / Fax 345-1391 October 31, 2019 On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 RE: SEPTIC TANK UPGRADE PERMIT LEGAL: GREAT LAND ESTATES #3 BLOCK 5, LOT 2 To whom it may concern: Minicpality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COIVPUAN( OSP191495, Rebecca Carroll, 11/05 The owner has requested we proceed forward to obtain a septic permit to upgrade the aged septic tank on the subject lot. The proposed upgrade will serve the existing 3 - bedroom house. The lot and area are served by private water. The proposed design will not impact any of the neighboring properties due to the lot layout. Please contact Brent M. Western or me if you have any questions. Sincerely, F Michael N. Anderson, P.E. Support Services Brent M. Western F�rsl Wk 907-440-4601 c f,cu r:.Nc s:El" r:s � .�` xtkree�tuu=a ': P C�Id::kk 71 NC NO LLS W/IN 100' OF PROPOSED FIELD N 89'55'56" E PROPOSED TRENCH 50'+ TO SLOPES >25% RAT O 9e o. Co 2 UT io'. RAT uT 5, co N EXISTING HOUSE R E.SMG 0 O n+w-i PROPOSED w a o TRENCH 50'+ TO tn cv SLOPES PLAT >25% oco R SOL WITH MOA RO W/ IR N 89'55'56" E PROPOSED TRENCH 50'+ TO SLOPES >25% RAT O 9e o. Co 2 UT io'. RAT uT 5, co N EXISTING HOUSE R NO WELLS W/IN 100' OF PROPOSED TANK Ng— I DESIGN CRITERIA: \ 3 BDRM X 150 = 450 GPD SOILS = 450/1.2 = 375 SF 375 SF / (2 X 5'E D) = 3B'L \ (1) TRENCH 13' MAX DEPTH FROM ORIGINAL GRADE,, 5' EFFECTIVE 3' WIDE 38' LONG LOT 2 BLK 5 CO ad of N 1) WEM ® 0 0 2>>. fig, HARD ROCK DRIVE PREPARED FOR: SUPPORT SERVICES: Idw *A CARL WRIGHT ��, OF AL<q� GREAT LAND ESTATES #3 B5, L2 19764 HARDROCK DRIVE, CHUGIAK, AK 99567 * 49TH Michael N. Anderson P.E.MICHAEL N. ANDERSON DATE: 7/13/2019 AS No. CE 946904 4661 Natrona Ave.DRAWN: FWCS �' 11/13/19 �,�Atf Anchorage, Alaska 99516 '�oA �e`' AV (907)727 8864/FAX: (907)345 1391 SCALE: 1" = 50' RDFEsst°�� E.SMG 32.6 _o,v NO WELLS W/IN co ux oco 100' OF PROPOSED oco ® DECOMMISSION EXISTING TANK S.T. & INSTALL NEW 3 1000—GAL SEPTIC TANK. o MAINTAIN 100' TO WELL 0 10'+ TO FOUNDATION 0 & MAXIMIZE SEPARATION 00 TO EXISTING FIELD, Z STAKE WELL RADIUS & PL PRIOR TO CONST. NO WELLS W/IN 100' OF PROPOSED TANK Ng— I DESIGN CRITERIA: \ 3 BDRM X 150 = 450 GPD SOILS = 450/1.2 = 375 SF 375 SF / (2 X 5'E D) = 3B'L \ (1) TRENCH 13' MAX DEPTH FROM ORIGINAL GRADE,, 5' EFFECTIVE 3' WIDE 38' LONG LOT 2 BLK 5 CO ad of N 1) WEM ® 0 0 2>>. fig, HARD ROCK DRIVE PREPARED FOR: SUPPORT SERVICES: Idw *A CARL WRIGHT ��, OF AL<q� GREAT LAND ESTATES #3 B5, L2 19764 HARDROCK DRIVE, CHUGIAK, AK 99567 * 49TH Michael N. Anderson P.E.MICHAEL N. ANDERSON DATE: 7/13/2019 AS No. CE 946904 4661 Natrona Ave.DRAWN: FWCS �' 11/13/19 �,�Atf Anchorage, Alaska 99516 '�oA �e`' AV (907)727 8864/FAX: (907)345 1391 SCALE: 1" = 50' RDFEsst°�� DESIGN CRITERIA: DECOMMISSI❑N EXISTING SEPTIC TANK & INSTALL NEW 1000 -GAL SEPTIC TANK MAINTAIN 10'+ FROM FOUNDATI❑N, 100'+ TO WELL & 5'+ TO PROPRTY LINE, FILED, & DECK SUPPORT WITH 4'+ OF COVER OR INSULAITON, LIMITED AREA BETWEEN FOUNDATION & FIELD WITH WELL RADIUS - AT EXCAVATION, MAXIMIZE TANK TO FIELD SEPARATION WHILE MAINTAINING 10'+ FROM FOUNDATION & 100'+ TO WELL, PROPOSED TRENCH 50'+ TO SLOPES NO ELLS W/IN >25% 100' F PROPOSED FIELD FLAT 0 0¢ y o. i cr_ TH19-1 co Ld PROPOSED ¢ p Mr TRENCH r< Un lo'+ 50'+ TO N FLAT SLOPES FLAT >25% RESOL E WITH MT s MO RO W/ IR Co N EXISTING o SUMP o HOUSE EXISTING FIELD 32.0' NO WELLS W/IN oco CO MH oco P. 100' OF ROPOSED ® DECOMMISSION EXISTING T K S.T. &INSTALL NEW r 1000—GAL SEPTIC TANK. o MAINTAIN 100' TO WELL 10'+ TO FOUNDATION Ln & MAXIMIZE SEPARATION o TO EXISTING FIELD. z STAKE WELL RADIUS & PL PRIOR TO CONST. NO WELLS W/IN 100' OF PROPOSED TANK LOT 2 BLK 5 PREPARED FOR: SUPPORTSERVICES: CARL WRIGHT ��~� OF AL,,� GREAT LAND ESTATES #3 135, L2 WES 19764 HARDROCK DRIVE, CHUGIAK, AK 99567 * 40TH Michael N. Anderson P.E. MICHAEL N. ANDERSON � DATE: 11/13/2019 '�' 9469 4661 Natrona Ave. `�� No. CE /19 G1�� DRAWN: FWCS �` 11/13/19 Atf Anchorage, Alaska 99516 ��1'h'OFESSION�1 (907)727 8864/FAX: (907)345 1,391 SCALE: 1" = 40' Michael N. Anderson, P.E. Civil/Structural Engineering and Construction 4661 Natrona Ave. Anchorage; Alaska 99516 Phone 345-3377 Fax 345-1391 SOILS LOG -PERCOLATION TEST LEGAL DESCRIPTION: GREAT LAND EST. # 3 B5 L2 DEPTH Depth to Water Net Drop FEET OG SOILS 10 min 1 8/16" ORG/OL 1 1 7/16" 4 9/16" 2 1 8/16" 4 8/16" 3 1 9/16" 4 1 9/16" 5 6 7 GM/gp-sp — fines / 8 silt & boulders - dense 9 10 11 12 13 14 15 16 17 18 19 _. BOH 20 AV ��'. F...'Z4 :49TH '.MICHAEL N. ANDERSON: No. CE 9469 w 11/14/19 %MSS10.10' Nk PERFORMED FOR: CARL WRIGHT TESTHOLE # 19-1 DATE PERFORMED: 11/7/2019 GROUNDWATER ENCOUNTERED: NO IF YES, AT WHAT DEPTH: NA DEPTH TO WATER AT MONITORING: DRY DATE: 11/14/19 SEE SITE PLAN FOR SLOPE & LOCATION COMMENTS: VERIFY GROUNDWATER MT AT TIME OF CONSTRUCTION Reading Date Gross Net Time Time Depth to Water Net Drop 11/7/19 10 min 1 6/16" 4 10/16" 10 min 1 8/16" 4 8/16" 10 min 1 7/16" 4 9/16" 10 min 1 8/16" 4 8/16" 10 min 1 9/16" 10 min 1 9/16" PERCOLATION RATE 2 (MIN / INCH) TEST RUN BEWTWEEN 6 & 7 FT PERC HOLE DIAMETER 6" PRE-SOAKED PRIOR TO TEST & ALL READINGS TO THE 1/16'". PERFORMED BY: FWCS / MNA - I MIKE N. ANDERSON CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE & MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 11/14/19 aYoaz U 2: LIJ ci cc Ln Lo �-� L f.. cr w — W�ntiQO LLJ c3m IT, CD LLJ �MLUW�zy�CY JCl ClCA�� tal CL 4P ti? 0 �J + 1wx.a too -SCJ - 0 4) 1VO/.l--1 S I 4' v US 1 Ln m C.� 500 11 t� 20 vD r4 c ' 00 lu to V d a 2 i '117 Z) o moo -So o r14-1! 4P ti? 0 �J + 1wx.a too -SCJ - 0 4) 1VO/.l--1 S I 4' v US 1 Ln m C.� J .1 Qi 00 Ln M to V ^a � U -i r14-1! --} CD C1 m O 7 4P ti? 0 �J + 1wx.a too -SCJ - 0 4) 1VO/.l--1 S I 4' v US 1 Ln m C.� cr Lm j' -...R y 'ni'r_, o • C p �•�.-��t"` t o0: o�M }x .'� .�, }z.,am =z��w �lS_ V a'V p o G] N � LAJ �F" �Op�Uatx df. GF-- �.Q _ �F� _ Qct", y� 4gto-� n cx��4 CI) a {"°'{ e e ci ° q i� (j� k" w Cn 1.. "Q dLAJ 0 � � VI $ � {`j, Pt� ° e. � v y {� a �� (� � ltl Cn W W (L i- U) Lo M [. �Z cl ce La Z f� Ci) � ��-(ip°•• `0°'� 5��4 (j� Q t- d -J w 0 Im U 411 Z -r + �CDcx= c):z� ocn n1CX _ u Ci }.. �t 2-2 F-- w (J)6 LAJ w Ljj LL, a. =rD:- [� U � � :L m -7 a0 -So - o S� M M Lq V lS- 9N Z (go -LS0) i} (a Ov S•u2-0 s) �i 0 CD ( f J � n f� 1L 2� Ai �! Q w 2 f S�•!hz) � a � -7 a0 -So - o S� M M Lq V lS- 9N Z (go -LS0) i} (a Ov S•u2-0 s) �i 0 CD en_ •`') i CUX SNC r% Oi Ln 10 a uj CA m LS n CD Qt, (CI r a w to ca 00 m i 00 ri) t- Cr) Lt3 ..z Cf7 p a� O C I Q 03 C:) LD to o:) � a, dY •••_ l 1 0 W -".) V -.4ws-7 -7,V'7 PVOiJ-J.Vs .{ E Y 3 n 4 ai v 4 7 24° -'� • 41 nnG d f !s He~ h and Environmental Prote '.on Fourth Floor West k~/ 825 L Street Anchorage, Alaska 99501 279-2511, x 224, 225 ...... ,. IN___SPEFj .y N._REP OR_T- ON-SITE SEWAGE DiSPOSAl. SYSTEM SEPTIC TANK: FROM WELL INSIDE LENGTH_ ---- MANUFACTURERC//"'~--'-KZ-'/'', MATERIAL ~1~-~'~¢'2¢[ ..... NUMBER OF COMPARTMENTS _._~_.- - -- INSIDE WIDTH ....... LIQUID DEPTH LIQUID CAPACITY/J~¢~ GALLONS. DISTANCE FROM WELL ~'_~::~_~_FOUNOATION__~ .... NEAREST LOT LINE_.~ ABSORrTION AREA_ %8¢ Sq. FT. LENGTH OF EACH LINE DEPTH OF FILTER OEPTI~: TOP OF TILE TO FINISH GRADE _ {~ MATERIAL BENEATH TILE TOTAL LENGTH OF L~NE ~/ TOTAL EFFECTIVE IN. ABOVE TILE ¢ IN. SEEPAGE PIT: DIAMETER __ OR WIDTH__ LENGTH ., DEPTH Log Crib Rings/CRIB SIZE: OlAMETER___DEPTI'I DISTANCE FROM: WELL __ TOTAL EFFECTIVE BUILDING FOLJNDATION NEAREST LOT LINE ABSORPTION AREA (WALL AREA) SQ. FT. Well ~O~ Class:~l~a~epth: Well Distance To: Lot Line Bldg: Sewer Line: Pipe Materials: # of Bedrooms: Installer: Remarks: DRILLING, INC. DRILLING LOG Location (address of: Township, Range, Section, if known; or distance' main road Use of We]l 'l.h=~ ~ ~ Size of easing Depth of Hole feet Cased to feet Static water level 'i (ii~' ft. Screen ( ); Perforated ( Describe screen or perforation Well pumping test at__gallons per of drawdown from static level. ~I 01, '1 Date of completion (below) land surface. Finish of well (check one) open end ( ). ~~OX/i; (minute) for '~ hours with WELL LOG ]Depth in feet from ground surface Give details of formations penetrated, size of material, color and hardness ); ¸ft. ~ TO ~ ~TQ __--TO ~ ~ TO. ' /' "' TO. /'/' /J/"' TO. 'L/:-()TO. _1.~ n TO. TO TO TO¸ TO. ¸TO. TO¸ Silty t ' ' - ' S...]Iy gravel: Boulder Grab:ye 1~? hard NWZVA Certified Contractor ($ertiticate No's. 8i4 .~ ~J'~ 2 STATE GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 "C" STREET ANCHORAGE~ ALASKA 99503 NAME OF APPLICANT SOIL TEST RESULTS PERMIT NO. TELEPHONE 274-.6I SEWAGE L~iSPOSAL SYSTEM -- APPLiCATiON AND PERMiTc~ G~ S~~/~/j , DRAIN FIELD . ., OTHER TO BE iNSTALLED bY NOTE~ THI~ PER~IT l~ NOT ~ALID WITHOUT COMPLETION DATE ANTICIPATED FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPTIC TANK SIZE TYPE ~ SEEPAGE AREA SIZE TYPE MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAGE Pit 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 SEEPAGE PIT ALSO CONSIDER AREA WELLS. SEEPAGE PiT , DRAIN FIELD CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP Of EXCAVATION ~ FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WiTH AIRTIGHT REMOVABLE CAPS. CONFORM TO BOROUGH REGULATIONS REGAR/D~G INSTALLATION. OR LIC:ENSED DESIGNER DIAGRAM OF SYSTEM I CERTIFY THAT IAM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE DATE APPLICANT'S SIGNATURE - ~- ~I~UNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION Pouch 6-650, Anchorage, Alaska 99602 276-222~' SOILS LOG - PERCOLATION TEST [] PERCOLATION TEST PERFORMED FOR: DATE PERFORMED: LEGAL DESCRIPTION:~fiZ~/:77- ~.P,.NO ~',_~7'/~'T-~,"S ..~,//-.~ /J/JrT- ~ ~-~,L-_L< S 2~6:)7- 2. 1 2 3 4 5 6 7- 8 9 10 11 12 13 14 15 16 17- 18- 19 2O K,77 SLOPE SITE PLAN Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE (minutes/inch) TEST RUN BETWEEN FT AND ~__ FT 72-008 (7/76) Date Date/ Date Inspector Inspector Inspector Comments Conditional Approval Date Sewer Installed Permit No. Septic Tank Size ~ ~ ~ Holding Tank Size Soils Rating Well To Absorption Area Well Log Received Well to Tank APPLICANT FILLS OUT LOWER HALF ONLY Mailing Address . Street Location ) Type~ Residence ~Single Family / ~ Multiple Family No. of Bedrooms ~ Other ~ _ WatCupply ~ Individual A~ACH WELL LOG. A well log is required for all wells drilled since June ~ Community 1975. For wells drilled prior to that date, give well depth (attach log if ~ Public Utility available.) Sew~ Disposal ~ ~ ~lndividual Year Individual Installed: - __ ~ Public Utility ' When Connected to Public Utility: ~ Holding Tank NOTE: THE INSPECTIO~ FEE ~UST ACCOMPANY EACH REQUEST BEFORE PROCESSING OAN BE INITIATED. I, / ALASKA i rluIROllml nTAL COI1TROL Si RUIC S, i~clineerinq ~ ~naironmenlal Studies InC. 4/23/82 EMILY M CCA¥.T~TER 3504 WILLOW STREET ANCHORAGE AK 99503 SELLER- DAM VILLA BUYER-CARL WRIGHTT SUBDIV]~IO N-G REA TLAND ESTATES BLO CK-5 LOT-2 ADEQUACY TEST FOR SEWER SYSTEM THE TYPE OF ABSORPTION SYSTEM ~ A TRENCH WITH AN AREA OF 300 SQFT. THE SYSTEM l~ CAPABLE OF ACCEPTING 450 GALLONS OF WATER PER DAY. THE SURGE CAPACITY OF THE SYSTEM ]~ 750 GALLONS. BASED UPON THE TEST DATA THE SYSTEM ]~ ACCEPTABLE FOR A 3 BEDROOM HOME. THE SEPTIC TANK WAS PUMPED ON 4/23/82 . SEPTIC TANK ADEQUACY THE EXT~T]/qG SEPTIC TANK VOLUME OF THI~ 3 BEDROOM HOUSE. ~<~%. No. 225]-E 1000 ADEQUATE FOR 1220 LUest 25th Auenue · Anchora§e, Alaska 99503 · (907) 276-1361