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Home My WebLink AboutHAMILTON ESTATES LT 3�� 6 L�.; �. �4'�✓�, tis .� x -'� 4WESWRI!, L SEP 0q2n,, ' Municipality of Anchorage Community Development Department Page 1 of 2 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: OSP171097 PID Number: 015-052-41 ❑ New ✓❑ Upgrade Name: STEPHEN AND JEANNE HAMILTON ABSORPTION FIELD ❑✓ Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound Address 4510 E 95TH AVE ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 3 1.2 GPD/SF 12.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 6.0 Ft. Gravel depth beneath pipe 6.0 Ft. Subdivision Block Lot HAMILTON ESTATES 3 Fill added above original grade Ft. Gravel length 35 Ft. Township Range Section Gravel width 2.5 Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Lift Station Tank Line 420 Ft2 1 Ft. Well N/A 100+ N/A N/A N/A TANK El Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Capacity Gal. Surface water N/A 1004' ' Pp S N/A Material Steel Number of compartments N/A Lot Line N/A 23.7 N/A N/A NA Foundation N/A 46.0 N/A N/A LIFT STATION Manufacturer Capacity Curtain Drain N/A 50+ N/A N/A Gal. Remarks DRAIN FIELD UPGRADE ONLY Pump on level at in. Pump off level at in. igh water alarm at in. Pump make and Electrical Inspections performed by Installer PIPE MATERIAL House to tank 3034 Tank to drainfield 3034 LUKE DUFFY/ ISAACS Drainfield 3034 CO/MT 3034 Inspector Pannone Engineering Services LLC. BENCH MARK (Assumed elevation) 96ft Inspection 15 7/1 /17 7/1 /17 Location and description 2nd Td 5/30/18 4`h SW BOTTOM TRIM COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp Conditional Approval: Date ',A/-'QSI�) '49TH- 4 Steven � �I�annone Approved ax�m Date (� 5 a01� CE 814z� y► 1��Z o Inspection Report_1-1-12.doc '0 PARAMETERS S DESIGN PARA PRIMARY/RESERVE SEPTIC SYSTEM, NO. BEDROOM: 3 (450 gpd) TANK SIZE: 10OOg (E) PERC RATE: 1-7 MPI SOIL RATING: 1.2 GPD/SF AREA ROD: 375 SF SYS. TYPE: DEEP TRENCH- 6.0'ED, MIN LENGTH: 31.25 LF USED: 35 LFx2.5'Wx6.0' E.D., 12.0' TD TOTAL AREA: 420 SF I WATER SERVICE ESMT 20' DRAINAGE ESMT 10' UTILITY ESMT — B CORNER OF FENCE �5?' NOUSE E 95TH N YtNLPt -1 \JA- xN w SEPTIC AREA (E) NER OF FENCE NG 1000a CONCRETE SEPTIC TANK -LED FC BEFORE W1 DCO AND DV AFTER M2\- THfU-\1---M 0 NOTES: RECORD DRAWING REV 1 181102 REV 2 181108 DRAWN BY: ACP am UHUN UtU UNAIN I-ILLU 35LF x 2.5'W x 6'OED x 2. TD INSTALLED CO AND MT AT EACH END 2.3 WELL (E) \zl 61 A FILTER FABRIC OGXG. DRAIN ROCK 6- ABOVE PIPE INV 4' 0 DRAIN PIPE PROFILE SCALE: NTS PAMONE ENG SVC, LLC P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 HAMILTON ESTATES, LOT 3 STEPHEN & JEANNE HAMILTON 4510 E 95TH AVENUE ANCHORAGE, AK 99511 CE 8149 Dote 6/4/2018 Scale 1"=50' P.I.D. NO -M5� 52-41 PERMIT NO. OSP1 71097 Sheet 2 OF 2 A B DCO 11.3 8.40 DV 14,4 8.8 C1 37.9 37.5 mi 39.2 39.1 C2 64.6 1 70.4 M2 1 63.2 1 69.00 CE 8149 Dote 6/4/2018 Scale 1"=50' P.I.D. NO -M5� 52-41 PERMIT NO. OSP1 71097 Sheet 2 OF 2 TH-1 OR ORGANICS 2- OL ORGANIC SILTS 3 - GP/ POORLY GRADED SM GRAVEL AND SILTY SAND DATE PERFORMED: 5/11/17 DRY: 5/18/2017 17- 18- BOH 78.0 F 4_9 CE 8149 Dote 6/4/2018 Scale 1"=50' P.I.D. NO -M5� 52-41 PERMIT NO. OSP1 71097 Sheet 2 OF 2 �� o. MUNICIPALITY OF ANCHORAGE ,,, On-Site Water& Wastewater Program PO Box 196650 4700 Elmore Road c Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997 �� r. t httpa/www.muni_orglonsite \\\ 7. c•I,artm�•nt SH'r.per.o' On-Site Wastewater Disposal System Permit Permit Number: OSP171097 Effective Date: 5/31/2017 Work Type: Septic Upgrade Expiration Date: 5/31/2018 Tax Code Number: 01505241000 Site Legal Address: HAMILTON ESTATES LT 3 G:2436 Site Mailing Address: 4510 E 95TH AVE, Anchorage Owner: HAMILTON STEPHEN LEE & Lot Size in Sq Ft: 23239 Design Engineer: PANNONE ENGINEERING SERVICES Total Bedrooms: 3 This permit is for the construction of: 2 Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy ❑ 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 J Received By. ( I Date: Issued By: Q J�}eC � ,'ur..cQfi d Date: 5 S 1 aO 1 1 MUNICIPALITY OF ANCHORAGE Community Development Department 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. 015-052-41 Property owner(s) Stephen & Jeanne Hamilton Day phone Mailing address P.O. Box 110007, Anchorage, AK 99511 Site address 4510 E. 95th Avenue Legal description (Sub'd., Block & Lot) Hamilton Estates, Lot 3 Legal description (Township, Range & Section) Lot Size 23,239 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (lSl all that apply) Absorption Field ❑X Initial ❑ Single Family (SF) ❑X (w/wo ADU) Septic Tank ❑ Upgrade ❑X Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE /WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Munici•al Codes. 4010110 (Signature of property owner or authorized agent) Permit/Rush Fees: �(o" Waiver Fees: Date of Payment: 12-'3)1-1 Date of Payment: Receipt Number: tq5Litt Receipt Number: Permit No. C5P 1 1 t 0'"1 Waiver No. Permit App_ :: .,c Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional Engineer E-mail:steve@panengak.com May 22, 2017 Subject: Hamilton Estates, Lot 3 Septic System Upgrade Permit Request Design Narrative This is a design narrative for a permit to install an upgrade septic system to be issued for this property. The proposed system will serve a, existing three (3) bedroom house. Currently the lot is developed, and the existing system is in failure. The system will utilize a conventional drain field. This lot and the surrounding developed lots are served by a private well located on lot 2. There are no surrounding wells within 100' of the proposed septic system. 1. Soils. One test hole was performed in the vicinity of this system by PES in May 2017, and groundwater was monitored for at least seven days. Ground water was not observed to a depth of 18.0' below the surface in the test hole monitor tube in May of 2017. Bedrock was not encountered in the test hole. Based on the results of the percolation tests and overall soils appearance; an application rate of 1.2 gallons/day/square 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, including Rabbit Creek to the East. 4. Topography: The existing topography on the lot generally slopes from east to west, with a slope of approximately 1% in the area of the drain field. There are no steep slopes within 50' of the proposed drain field. The proposed drain field will maintain 50' separation all steep slopes. 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. Mailing: P.O. Box 10021/, Anchorage, AK 99510-0217 Physical: 332 East Manor, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 1 ,, / WELL (E) IWELL (E) WATER SERVICE / 1 ESMT ~• � / >i 20' DRAINAGE ESMT • j 10' UTILITY ESMT Y E95TH V/N pRNEWA 4A'0 I I R' W�w� 44Np SE vv-____ w +N . (E) SEPTIC AREA (E) II 111 � . co 4, t 114 10009 CONCRETE SEPTIC TANK (E) LOCATE OR INSTALL FCO• 123.7 c\_ INSTALL DCO AND DV THos1-- —M ----------. • \'yj *r' N. . J Iis UPGRADE DRAIN FIELD (P) / 35LF x 2.5'W x 6.0'ED x 12.0'TD INSTALL CO AND MT AT EACH END `� 1 12.3 3(FIELD VERIFY / BEFORE CONSTRUCTION) WELL (E) 1 l I I \\V" 61A DESIGN PARAMETERS PRIMARY/RESERVE SEPTIC SYSTEM LEGEND NO. BEDROOM: 3 (450 gpd) w WATER LINE/ TANK SIZE: 1000g (E) WELL RADIUS ABBREVIATIONS PERC RATE: 1.7 MPI SOIL RATING: 1.2 GPD/SF TH TEST HOLE SS NEW SEPTIC AREA RQD: 375 SF (P) PROPOSED SYS. TYPE: DEEP TRENCH— 6.0'ED —ca— — — GRADE BREAK (E) EXISTING MIN LENGTH: 31.25 LF CO CLEAN OUT NO. 0 RETAINING WALL MT MONITOR TUBE NO. USE: TYP TYPICAL 35 LFx2,5'Wx6.0' E.D., 12.0' TD FOTAL AREA: 420 SF NOTES: PANNONE N LLC ��"�\� Date FOR CONSTRUCTION rC11r1rO1rE ENG SVC, of AL Ai5/30/2017 P.O. BOX 100217 ANCHORAGE, AK 99510 _ .......:41014 PHONE (907) 272-8218 FAX (907) 272-8211 -' �� :7 Scale DRAWN BY: _ *; , • '- /\ - *,, 1"=50' � ••. N ' P.I.D. NO DRM - HAMILTON ESTATES, LOT 3 __- ' 1i . 01 015-052-41 STEPHEN & JEANNE HAMILTON Steven f�. �annarae % PERMIT NO. 0 ip•. CE 8149 •c- Ay' 05P171097 4510 E 95TH AVENUE 0Th�%s &'i PLAN ANCHORAGE, AK 99511 ))�``\OFE�`M� � sheet 3 \\� SOILS LOG - PERCOLATION TEST TEST HOLE 1 _ SLOPE I --9r{E PLh� — OR ORGANICSY 1 \.4.\ pR1Vp`NA OL ORGANIC SILTS hi-N,. / 2 � ,k,' 3R Wim— W� 1 3 ' �,arUs- w------ W--- -�' 5 ` ) 6 IIII ig / ,, TH •7 8 I POORLY 9 SM GRADED • c\—., . SM GRAVELYSNDAN / 10 SILTY SAND TH lrM �ti,_J// t� ` 11 • 12 \ 1 LI • 13 WAS GROUND WATER SLOPE 14 ENCOUNTERED? N 15 IF YES,AT WHAT TH DEPTH? -DRY x 16 17 DEPTH TO WATER AFTER MONITORING? -DRY 18 DATE: 5/18/17 BOH WATER 19 READING DATE CLOCKTIMENET TIME LEVEL NET DROP READING DATE PERFORMED:5/11/17 1 5/11/17 12:10 --- 4.64 --- 2 12:17:04 7.1 MIN 10.64 6 3 12:18 --- 4.64 4 12:27:20 9.3 MIN 10.64 6 5 12:25 -- 4.64 -- 6 12:35 10 MIN 10.46 5.82 12:35 -- 4.64 -- 12:45 10 MIN 10.48 5.84 PEROLATION RATE 1.7(min/inch)PERC HOLE DIAMETER 6 inches TEST RUN BETWEEN 6 FT AND 7 FT COMMENTS:Test hole excavated by ISAACS EXCAVATING PERFORMED BY: Dan Moran. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH All STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. NOTES: �......1.- 11,,,,,...‘kDate PANNONE ENG SVC, LLC - pF L 1 5/30/2017 FOR CONSTRUCTION P.O. BOX 102954 ANCHORAGE, A 99510 #1.4,,:..'cS " '4S 11 PHONE (907) 272-8218 FAX (907) 272-8211 i g • �`* fA scaNTs DRAWN DRM BY: '01.*:.:. • ."r..1 P P.I.D. NO HAMILTON ESTATES, LOT 3 t1505241 STEPHEN & JEANNE HAMILTON Steven R. onnoe PERMIT NO. 6 I:-. CE 8149 •c4A ' OSP171097 4510 E 95TH AVENUE 94°4' • � ANCHORAGE, AK 99511 k o ss p��;. Sheet SOH. LOG `� 2 OF 3 'N�\\\ 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 AND AND IN ACCORDANCE WITH AMC 15.65 AND 15.55. 2. SCOPE OF WORK: INSTALL UPGRADE DRAIN FIELD. 3. GROUNDWATER WAS NOT ENCOUNTERED TO A DEPTH OF 18 FEET BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL TEST HOLE. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 18 FEET BELOW EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATELY. 4. THE CONTRACTOR (BOTH WELL AND SEPTIC SYSTEM CONTRACTORS) SHALL HAVE ANY WELL LOCATION AND SEPTIC LOCATION STAKED AND ANY LOT LINE AND WELL RADIUS SHOWN ON THE PLAN WITHIN 30 FEET OF THE PROPOSED SYSTEM STAKED BY A REGISTERED LAND SURVEYOR BEFORE STARTING THE WORK. 5. THE CONTRACTOR IS RESPONSIBLE FOR ALL R.O.W. AND OTHER REQUIRED PERMITS, OTHER THAN THE ATTACHED. 6. THE CONTRACTOR SHALL CALL FOR LOCATING OF ALL BURIED UTILITIES. 7. THE CONTRACTOR SHALL PROVIDE 24 HOUR NOTICE TO THE ENGINEER PRIOR TO START OF WORK. ALL SURVEYING AND LOCATES SHALL BE IN PLACE PRIOR TO NOTIFYING THE ENGINEER. 8. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCY BETWEEN THE APPROVED DRAWINGS AND SITE CONDITIONS/LIMITATIONS POTENTIALLY CAUSING THE NEED TO MODIFY THE DESIGN. 9. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL SUBMIT RED—LINE AS—BUILT DRAWINGS TO THE ENGINEER. THE RED—LINES SHALL INCLUDE PIPE LENGTHS, ORIGINAL GROUND ELEVATIONS, PIPE ELEVATIONS, AND TANK ELEVATIONS. 10. THE CONTRACTOR SHALL PROVIDE PHOTOGRAPHS OF THE SYSTEM INSTALLATION TO INCLUDE BOTTOM OF EXCAVATION, TOP OF PIPE WITH CLEAN—OUTS AND MONITOR TUBES INSTALLED, INSTALLED TANK AND FINAL GRADING. 11. THE CONTRACTOR PROVIDED DATA (UPON WHICH THIS RECORD DRAWING IS BASED) APPEARS TO REPRESENT THE PROJECT AS CONSTRUCTED. THIS DATA IN CONJUNCTION WITH THE PERIODIC FIELD OBSERVATIONS BY THE ENGINEER (OR HIS DESIGNEE) AS REQUIRED BY AMC 15.65 DOES NOT GUARANTEE THAT THERE ARE NO HIDDEN DEFECTS BY THE CONTRACTOR. 12. THE CONTRACTOR SHALL SIGN THE FOLLOWING: I CERTIFY THAT ALL WORK WAS PERFORMED IN ACCORDANCE WITH THE APPEND PERMIT, AND ANY AND ALL CHANGE ORDERS, AND THAT THE AS—BUILT REDLINES ARE TRUE AND ACCURATE REPRESENTATION OF THE PROJECT AS CONSTRUCTED. CONTRACTOR: BY: . TITLE: DATE: NOTES: �� \ Date FOR CONSTRUCTION PANNONE ENG SVC, LLC _ of a q\ P.O. BOX 100217 ANCHORAGE, AK 99510 'C •'• S,1i 5/30/201/ PHONE (907) 272-8218 FAX (907) 272-8211 icp• • .,. '•77 Scale DRAWN BY: — — *: A d1 �7 NTS DRM �� ►{ P,I.D. NO HAMILTON ESTATES, LOT 3 I -052-41 STEPHEN & JEANNE HAMILTON ' / Steven'f�.Pannone' 'PERMIT NO (i e, CE 8149 05P171097 ANC451OHORAGE,HAKv995E1 # IREp • t� � Sheet DESIGN DETAILS 3 OF 3 GRE :R ANCHORAGE AREA BO' Department of Fnvironment21 Quality 3330 C Street Anchorage, Absk8 99503 INSPECT, ION LOCATION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM ? MAILING ADDRESS ~,~.~'3:)z L/-//_~:, '7 PHONE LEGAL DESCRIPTION /2/~C~' --'~"~'./'-S~ - SEPTIC TANK: DISTANCE %0 FROM WELL INSIDE LENGTH MANUFACTLJ RER /~ ( '~ (/L'~ MATERIAL INSIDE WIDTH LIQUID DEPTH NUMBER OF ~<?-&-~-~'-> ~-~:~- COMPARTMENTS / LIQUID CAPACITY /'~)(')~-) GALLONS. SEEPAGE PIT: NUMBER OF PITS / DIAMETER __ OR WIDTH /l/ , BUILDING FOUNDATION ¢~,~ , NEAREST LOT LINE //7' ADDITIONAL ABSORPTION J / LENGTH / ''~ DEPTH "~' DEPTH ~/' DISTANCE FROM: WELL TOTAL EFFECTIVE ABSORPTION AREA (WALt_ AREA)/,--/x/_/,D'-C:, .SQ. FT. WELL: TYPE :'~//-') [ BUILDING FOUNDATION CESSPOOL APPROVED CONSTRUCTION NEAREST LOT LINE OTHER SOURCES DISAPPROVED NEAREST SEWER LINE REMARKS DEPTH DISTANCE FROM: SEPTIC SEEPAGE TANK __ SYSTEM DISTANCES: INSTALLED BY: PIPE MATERIAL: LOT SLOPE: ,.4~q-(;--~/t¢-: ., REMARKS: Form No, EQ-031 DIAGRAM OF SYSTEM GRE,,- R ANCHORAGE AREA BOl DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 "ti' STREET ANOBORAGE, ALASKA 99503 TELEPHONE 274-4561 JGH SEWAGE DISPOSAL SYSTFM -- APPLICATION AND PERMIT PERMIT NO. NAMEOfAPPL,CANT ST W- MA,LING ADDRESS LEGALDESCR,PT,ON bO, S'¢0 /..;'., ¢ 3 / INSTALLATION Of: SEPTIC TANK ~ SEEPAGE PIT TYPE AND SI'ZE OF FACILITY TO BE SERVED 3 /~/~,/~'~ ,~/~ COMPLETION DATE ANTICIPATED PHONE · DRAIN PIELD , OTHER NOTE,' THIS PERMIT IS NOT VALID WITHOUT BOIL TEST 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 MINIMUM DIBTANCES, REQUIREMENTB FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAGE PIT __. DRAIN FIELD SEPTIC TANK TO SEEPAGE PIT WALL SEPTIC TANK SEEPAGE Pit ~ .... DRAIN FIELD TO NEAREST LOT LINE. WELL TO SEPTIC TANK __ SEEPAGE PIT ALSO CONSIDER AREA WELLS. DRAIN FIELD WATER MAIN TO SEPTIC TANK ' · SEEPAGE PIT _ DRAIN FIELD , SEEPAGE PIT .. DRAIN FIELD SEEPAGE AREA SIZE TYPE DIAGRAM OF SYSTEM / ' t ': /~/ :'' TO RIVER, LAKE. STREAM. 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 ,~/..,,~'/'~ 2~/:~// ~/-/~L~/~E:) '~'~J~J~ CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. OR LICENSED DESIGNER I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE DATE'DESCR[BED%~)/7~/SYSTEM IS IN ACCORDANCE WITH SAID CODE, I',.'rt(,t~.~'d fur .Mr:. S. teve' Hamilton L,."I,,I I,';'.'.~'il'ti,,,~:..Lp.t 60, sec"'i5;';2~W:~,'~l'2~,'-k~W' ....... : .... Ibis lur,] r,:i,u,'Ls :mi I:i I(,,I F'~ut Topsoil SP SP SP SP SP ' SP-SW SP-SW I SP-SW :),"[e I'erf0r,,,,;d 9/29/75 .X .... ' "I'e'r~:~'l'd (i ~i,' 'b:~'( ....................... 15 - SP-SW 16 - SP-SW 17 - SP-SW Flat ill Was 9ruu{cd %'tdLur e~icounLercd? NO It yes, aL ~YhdL dt'pLh'/