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HomeMy WebLinkAboutSEAVIEW HEIGHTS BLK 1 TR 9eaview 40 Heights Block 1 Tr 9 #011-291-14 MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On-Site Water & Wastewater Section Fax: 907-343-7997 Pump Installation Log Well Drilling Permit Number: _______________ Date of Issue: ____-____-____ Parcel Identification Number: ____-____-____ Legal Description Block Lot Property Owner Name & Address: Pump Installation Date: _____-_____-_____ Pump Intake Depth Below Top of Well Casing: __________ feet Pump Manufacturer’s Name: ___________________________ Pump Model: _____________________________________ Pump Size: ____________hp Pitless Adapter Burial Depth: _________ feet Pitless Adapter Manufacturer’s Name: _________________________ Pitless Adapter Installer: ____________________________ Well Disinfected Upon Completion? XX Yes No Method of Disinfection: _____________________________ Comments: Pump Installer Name: __________________________________ Company: ___________________________________________ Mailing Address: ______________________________________ City: ___________________ State: __________Zip: _________ Attention: The pump installer shall provide a pump installation log to On-site within 30 days of pump installation. Municipality of Anchorage On-Site Water and Wastewater Program • (907) 343-7904 Page 1 of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP121313 PID Number: 011-291-14 Dwelling: © Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: ❑ New a Upgrade Name: DEANNA ESSERT ABSORPTION FIELD Q Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound Address 6262 W. DIMOND BLVD. ANCHORAGE AK 99507 El Other Phone Number of Bedrooms Soil Rating Total depth from original grade 4 1.2 GPD/SF 9.7 Ft. LEGAL DESCRIPTION Depth to pipe invert from original gradeGravel 3.4 t Ft. depth beneath pipe 6.3 Subdivision Block Lot SEAVIEW HEIGHTS 1 TR9 Ft Fill added above original grade -0.5 Ft. Gravel length 60 Township Range Section Ft. Gravel width 3 Beds: Number of Lines Distance between lines SEPARATION DISTANCES Ft. Ft. To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 720 Fe 1 NA Ft. Well >100' >100' NA NA >25' TANK ■ Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer GREER Capacity 1250 Gal. Surface Water >100' >100' NA NA Material Number of compartments Lot Line >5' >10' NA NA STEEL 2 NA Foundation >5' >10' NA NA LIFT STATION Manufacturer Capacity Curtain Drain >20'>20' NA I NA I Gal. Remarks EXISTING DRAIN FIELD CONNECTED Pump on level at Pump off level at High water alarm at VIA BULL RUN DIVERTER VALVE in in in Pump make and model Electrical Inspections performed by Installer PIPE MATERIAL Housetotank Tankto drainfield 3034 ISAAC'S CONSTRUCTION Drainfield F810 CO/MT F810 Inspector ANSONMOXNESS BENCH MARK (Assumed elevation) 100 ft Inspectio : 1" 10/11/12 2.d 10/12/12 Location and description 3,d 0 GARAGE SLAB COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL T�`tq OF•A L4:�. Conditional Approval: Date ts'.. o. ,F v PURKLAI'iDIq ' i tf"' • •� •; Approv Date epo TO DIMOND BLVD TR 10 Weld L \1 \�Sf INSTALLED 4-8EDROOM SEPTIC SYSTEM INSTALLED 1250 GALLON SEPTIC TANK INSTALLED BULL RUN DIVERT£R VALVE TRENCH LENGTH 60 FEET TR 9 WIDTH 3 FEET MAX EXCAVA JN ROCK DE F£ET L.£ COVER 4 T . HH �f A E I - 0 ABANDONED EXISTING SEPTIC TANK PER MOA C CODE REQUIREMENTS IR 8 r3 BDRM Well SFR NOT£.• SLOPES EXCEEDING 25% WERE NOT OBSERVED WTHIN 50 FfE7 DOWN GRADIENT OF THE PROPOSED ABSORPTION FIELD LOCATION. NOTE.• THIS 5 NOT A SURVEYED PLAT. WELL Q SEPTIC LOCATIONS TAKEN FROM ON-SITE WATER AND WASTE WATER DEPARTMENT DOCUM£MATION. ALL LOCATIONS SHOWN ARE APPROAUATf. SWING TIES 25 0 25 50 75 100 125 150 J. l^`•(c.:•• SCALE, 1' = 50 FT X4110,41, S � ••• SPURKLAND ENGINEERING SEAVIEW HEIGHTS BLK I TR 9 SEPTIC SYSTEM ASBUILT 203 V 15TH. AVENUE ANCYL AK. 99501 DEANNA ESSERT BATEr LTCT 16, 2012 (907) 279-3916 6262 WEST BINONB BLVD, ANCHORAGE AK SHEET- 2/3 DRIB, SV2322 011-291-14 A 1 B C 84.01 85.5 D 94.0 95.0 £ 97.0 98.0 F 114 110 G 138 136 H 169 169 P 160 163 • EXISTING 25 0 25 50 75 100 125 150 J. l^`•(c.:•• SCALE, 1' = 50 FT X4110,41, S � ••• SPURKLAND ENGINEERING SEAVIEW HEIGHTS BLK I TR 9 SEPTIC SYSTEM ASBUILT 203 V 15TH. AVENUE ANCYL AK. 99501 DEANNA ESSERT BATEr LTCT 16, 2012 (907) 279-3916 6262 WEST BINONB BLVD, ANCHORAGE AK SHEET- 2/3 DRIB, SV2322 011-291-14 Connect to Existing Drainfield TH Silt Barrier G. ELEV.=95.5' ELEV. =92.1'' ELEV! =85.8- EL£K=79.5' 1250 Gal, Septic Tank Install Double Clean Outs Deep Trench; 3' Wide 60' Long 10' Deep 6.3' Sewer rock NO SCALE Cleanouts ELEV.=95.9' 6.3 Ft o f Septic Rock NO SCALE U D Installed Bull Run Diverter Valve I Monitor Bull Run Diverter =927' 1250 Gat, Septic Tank BENCH MARK GARAGE SLAB ASSUMED ELEVATION 100' SPURKLAND ENGINEERING SEAVIEIV HEIGHTS BIX 1 TR 9 SEPTIC SYSTEM ASBUILT 203 W15th Ave Anchorage Ak 99501 _ D£ANNA ESS£RT DATE: OCT I6, 2ot2 PERMIT # OSPI21313 PARCEL ID # 011-291-14 SEA VIEWHEIGHTSBITR9,D3-ASB,DWG On -Site Wastewater Disposal 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: OSP121313 Tax Code Number: 01129114000 Work Type: Septic Upgrade Permit Effective Dates: September 28, 2012 to September 28, 2013 Design Engineer: SPURKLAND ENGINEERING Subdivision: SEAVIEW HEIGHTS Site Legal Address: SEAVIEW HEIGHTS BILK 1 TR 9 G:2323 Owner/Address: ESSERT JOSEPH H & DEANNA M 6262 W DIMOND BLVD ANCHORAGE AK 995024006 Site Mailing Address: 6262 W DIMOND BLVD, Anchorage This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank Lot Size in Sq Ft: 164465 Total Bedrooms: 4 N Privy N 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 Issued By MUNICIPALITY OF Community Development Department Development Services Division On -Site Water & Wastewater Program ANCHORAGE Phone: 907-343-7904 Fax: 907-343-7997 ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 011-291-14 Property owner(s) DEANNA ESSERT Day phone 243-1894 Mailing address 6262 W. DIMOND BLVD., ANCHORAGE, AK 99507 Site address SAME Legal description (Sub'd., Block & Lot) SEAVIEW HEIGHTS TRACT 9 b1o�k 1 Legal description (Township, Range & Section) Lot Size Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field Initial ❑ Single Family (SF) (w/wo ADU) Septic Tank n Upgrade Duplex (D) ❑ Holding Tank ElRenewal ElMultiple 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 Municipal Codes. owner or Permit/Rush Fees: S 30 Date of Payment: _R I 20 (I O. Receipt Number: 055( (A Permit No. OSP 1 1313 Permit App_9-142.doc Waiver Fees: Date of Payment: Receipt Number: Waiver No. spurt and FROMMOsTamg Environmental Consulting and Design SEPTIC SYSTEM DESIGN Seaview Heights Blk 1 Tr 9 Municipality of Anchorage September 19, 2012 Development Services Department On Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, Alaska 99519 Subject: Septic System Installation Permit 6262 W. Dimond Blvd. Ladies and Gentlemen: I am writing to request a septic system installation permit for the above referenced property. The existing septic system is no longer functioning adequately. The proposed system will serve a 4 - bedroom single-family residence. Soil logs, design calculations, a site plan, design drawings and construction specifications are enclosed for your review. Design Calcs: No Ground water observed to a depth of 16 feet. (9/9/2012). Soil Rating. From Testhole 8/27/12 1.2 min/in =1.2 gal per sq.ft/day No. of Bedrooms Required Area per Bedroom: 150/ 1.2=125sq.ft. Total area required: 125 x 4 = 500 sgft System: We are proposing a 1250 gallon septic tank followed by a trench absorption field. The absorption field will be 60 feet long and 3 feet wide and contain 6 feet (720 sq.ft. effective) of sewer rock. Soils: A test holes were excavated on August 27u`, 2012. See the attached soil logs. Groundwater was not observed.Ground water monitoring will continue through construction of the septic system. Surface Water: There are no surface waters within one hundred feet of the proposed septic system upgrade. Topography: The ground level slopes down towards the north east at 5% -10 % grade. 203 West 15 Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (866) 354-1597, Lspurklandggci.net Environmental Consulting and Design Waivers: None The installation of this septic system will not prevent wells and septic systems from being installed on the adjacent lots. The proposed septic system will not change the general slope of the area. Ponding and/or concentration of surface runoff will not result from this installation. If you have any questions or concerns, please contact me at 279-3916. Sincerely, LV6 51 Lars Spurkland, P.E. Civil Engineer 203 West 15th Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (866) 354-1597, Lspurkland@gci.net � I - I I I I I \ TR 8 I \J TR7 Om � I onto 3 r o 50 0 50 100 150 200 250 300 SCALE.- I' = 100 FT SPURKLAND ENGINEERINGI ( SEAVIEW HUGHIS BU 1 7k 9 I ISEPTIC SYSTEM DESIGN 203 V 15TH AVENUE DEANNA ESSERT DATE SEPT 5, 2012 ANCH. AK. 99501 (907) 279-3916 6262 V DIMDND BLVD, ANCHDRAGE AK SHEEP 1/3 GRID, SV2322 PERMIT # DVI11OXX PID # 011-291-14 SEA VIEVtElGHTSBITR9,SC100.DVG TR 10 Well fTO DIMOND BLVD Y 1 3 BDRM Well SFR NOTE. SLOPES EXC£EMNO 25X WERE NOT OBSERVED WITHIN 50 FEET DOWN GRADIENT OF THE PROPOSED ABSORPTION fIELD LOCATION. NOTE: THIS IS NOT A SURVEYED PUT. WELL R SEPTIC LOCATIONS TAKEN FROM ON-SITE WATER AND WASTE WATER DEPARTMENT DOCUMENTATION. ALL LOCATIONS SHOWN ARE APPROXIMATE. \F��r fgsf. INSTALL 4 -BEDROOM SEPTIC SYSTEM INSTALL 1250 GALLON SEPTIC TANK INSTALL BULL RUN DIVERTER VALVE TRENCH LENGTH 60 FEET W107H 2 FEET MAX EXCAVATION DEPTH 10 FEET TR 9 ROCK DEPTH 6 FEET 25 0 25 50 75 100 125 150 SCALE, 1' = 50 FT ABANDONED EXISTING EPTIC TANK P£R MOA CODE REOUIREMENTs TR 8 SPURKLAND ENGINEERING I I SEA VIEF HEIGHTS BLK 1 TR 9(( SEPTIC SYSTEM DESIGN 203 W 15TH. AVENUE DEANNA fSSERT DATE.- SEPT 11, 2012 ANCH. AK. 99501 SHEET.- 213 GRID: SW2322 (907) 279-3916 6161 WEST DIMOND BLVD, ANCHORAGE AK PERMIT #DSP121OXX PID # 011-291-14 SEA VIEVHEI6HTSBITR9SC50.DVG Connect to Existing Drainfield Silt Barrier Deep Trench+ 3' Wide 60' Long 10' Deep 6' Sewer rock 4' Cover NO SCALE L 1250 Gat Septic Tank 0 Install Double Clean Outs Install Bull Run Diverter Valve 6 ft of Septic Rock NO SCALE 1250 Gal, Septic Tank JYUKKLAND LNU1NLLK1NU SEAVIff HEIGHTS BLK 1 TR 9 SEPTIC SYSTEM DESIGN 203 Wrae Ak 9th Ave Anchorage D£ANNA ESS£RT DATE, SEPT 11, 2012 9501 6262 W DIMOND BLVD. ANCHORAGE AK SHEET, 3/3 GRID,SW2322 PERMIT # OSPXXXX PARCEL ID # 011-291-14 SEA VIEWNEIGNTSBI TR9,D3DWG Municipality of Anchorage'�q �It Development Services Department s' �P •' 6S� Building Safety Division j Gy,•• rg' r*d 0 yi, On -Site Water and Wastewater Program / ; 49 TH 4700 Elmore Road P.O. Box 196660 Anchorage, AK 99507 0 . www.ci.anchorace.ak.us •S E. SPURKLAND;c� (907) 343-7904 Nt .. ... ...� / Soils Log - Percolation Test +tl ` Performed For. DeAnna Essert Date Performed: 8/2 TX\\\`L1_4` Legal Description: SeayieW Heights Tract 9 Township, Range, Section: Depth /I' 11.1 I OR6A N t(,5 SA.H COMMENTS PRE-SOAKED. WAS GROUNDWATER Date ENCOUNTERED? NO Net Time Depth to Water S IF YES, AT WHAT DEPTH? - L Depth to Water After 0 P Monitoring? 16'+ E Date: 9/9/12 8/27/12 Reading Date Gross Time Net Time Depth to Water Net Drop 8/27/12 1:34 PM 0 MIN 6.000" 0.000" 8/27/12 1:40 PM 6 MIN 6.000" 6.000" 0.000" 1 8/27/12 1:47 PM 7 MIN 6.000" 6.000" 0.000" 8/27/12 1:54 PM 7 MIN 6.000" PERCOLATION RATE 1.2 (mim>tWinch) PERC HOLE DIAMETER 6 TESTRUNBETWEEN 3.0 FT AND 4.0 Fr PERFORMED BY: ANSON MOXNESS I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAI'Stfibtl INES IN EFFECT ON THIS DATE. DATE: 9/19/12 'GREA, R ANCHORAGE AREA BM. GH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON -SITES SE/WAGE DISPOSAL SYSTEM f NAME ��JlG/ .ig ��."� MAILING ADDRESS PHONE LOCATION LEGAL LEGAL DESCRIPTION _L-_ r/ /.>__ (��F' �% t /i S SEPTIC TANK: DISTANCE / I NUMBER OF FROM WELL L �� MANUFACTURER __(0 �P MATERIAL � - 1_.__ COMPARTMENTS INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH _ LIQUID CAPACITYS�GAI_LONS. P �N C. T l_LE-.D-RA-[N-F] E -LQ : ((���� TOTAL LENGTH DISTANCE FROM FROM WELL �S FOUNDATION �C�� T_NEAREST LOT LINE_"T O / OF LINES NUMBER OF LINES— DISTANCE BETWEEN LINES TRENCH WIDTH36 IN. TOTAL EFFECTIVE ABSORPTION AREA SQ, FT. LENGTH OF EACH LINEDEPTH OF OF FILTER DEPTH: TOP OF TILE TO FINISH GRADE _/1' MATERIAL_ 13ENEATH TILE d IN. ABOVE TILE IN. WELL: `I J/ TYPE-SLj��- CONSTRUCTION �" _ _DEPTH --DISTANCE FROM: BUILDING NEAREST FOUNDATION— LOT LINE CESSPOOL OTHER SOURCES APPROVED_ ._DISAPPROVED DISTANCES: INSTALLED BY:4z1z:1 ."0_k— SEWER LINE DEPTH: PIPE MATE RIAL: r' S LOTS OPE: REMARKS: -)> J a h Form EQ -032 NEARESTSEPTIC / SEEPAGE G� / SEWER LINE, TANK, SYSTEM___ REMARKS , ` _-/ --_ DIAGRAM OF SYSTEM DATE "/--7%PPROV i_9 u -1; 11 F -g K.~11 1; 1A����������K��� DEPHRTMENT O' lEHLTH HND ENYIRONMENTfl[ I TECTION ERDFiNC[lORRGE, HK. ����/_����� ������� ����� � ' PERMIT NO ( 76482 ) HPPLICHNT DF - Fr I 'I. I,.j E8TION DOND F. LEGHL L9 B1 SEHVIEW HEIGHTS SUBD LOT SIZE 87]60 SQUHRE FEET TYPE UF SUIL F1RBTION SYSTEM ITRENCH MHXIMUM NUN8ER OF BE0ROUMS � 4 SOIL RHTING ' THE REQUIRED SIZE OF THE SOIL H8SORPT SYSTEM IS� �.... �� ������VE-E. 0 THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRHINFIELD. THE DEPTH OF H TRENCH OR PIT IS THE DISTRNCE 8ETWEEN THE SURFHCE OF THE GROU�D HND f E BOTTOM OF THE EXCHVHTION (IN FEET) T�ERE IS NO SET WIDPH FOR Tk.ENCAES THE GRHVEL DEPTH IS THE MINIML.1M I EPTH OF GRHVEL BETWEEN THE OUTFOLL PIPE HND THE BOTTOM OF THE EXCHVHTION (IN FEET) �IF����� BHCKFILLING OF HNY �YSTE� WITHOUT FI N�L I�P�CT�ON FINDA�P�OV�L B� THIS DEPHRTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTHNCE BETWEEN H NELL HND ANY ON. -SITE SE�HGE DISPOSRL SYSTEM IS i00 FEET FUR H PRIYHTE WELL OR 200 FEET FUR H PUBLIC �ELL WELL LOGS HRE REQUIRED HND MU.1-,' T BE RETURNE� TO THE DEPHRTMENT WITHIN ]0 DHYS OF THE WELL COMPLETIUN� SPECIFICHTIONS HND CONSTRUCTION DIHGRHMS HRE RVHILHB�E TO INSURE PROPER INSTHLLFl, ION F: C U-1) PA 11":E P'l 1 11 I CV�lRTIFY THHT 1� I HM FHMILIHR WITH THE REQUIREMENTS FOR ON~5ITE SEWERS H�D WELLS HS SET FORTH BY THE MUNICIPAL1TY OF HNCHORHGE 2� I WILL INSTHLL THE SYSTEM IN RCCORDHNCE WITH THE CODES ON�SITE SEWER SYSTEM MA� REQUIR� ENLARGEMENT IF THE RESIDEN TO INCLU N 4 BEDROOP IS HPPLICANT DEHNNH ESSERT ' GRED 'R ANCHORAGE: AREA BBF JGH � � ('7 % DEPARTMENT OF ENVIRONMENTAL QUALITY PERMIT NO. 3330 "C" STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-4561 ? ��-�� -% i✓/c T' Ill!// _ � -: .0 �.'t.s C. ✓ -' i' 4..1 SEWAGE DIS OSAL SYSTEM -- APPLICATION AND PERMIT - /9 as' -3iL 31/y-- �(an. Z. NAME OF APPLICANT /��'"�/��"' /QI1i"LS MAILING ADDRESS LiPHONE INSTALLATION LOCATION/�J�J /, LEGAL DESCRIPTION �C1 r 'S L��" C�' "//`xL'/ U /�� j INSTALLATION OF: SEPTIC TANK / �j SEEPAGE PIT_' ` DRAIN FIELD OTHER , �( �J l0 f iii% l� TYPE AND SIZE OF FACILITY TO BE SERVED //� FINANCED THROUGH TO BE INSTALLED BY 'Mee. /JI4.L- SOIL TEST RESULTS �l't / , NOTE[ THIS PERMIT IS NOT VALID WITHOUT SOIL TEST COMPLETION DATE ANTICIPATED,`74^ FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BAC FI LING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE n FPA RTMFNT OF ENVIRONMENTAL_ QUALITY AUTHORIT W LL BE SUBJECT TO PROSECUTION. SEPTIC TANK SIZE / TYPE EPAGE AREA SIZE 2-3')t 6 / TYPE MINIMUM DISTANCES, REQUIREMENTS DIAGRAM OF SYSTEM FOUNDATION TO SEPTIC TANK Jc� l G{ S/ 1.1'4 f FOUNDATION TO SEEPAGE PIT' S C / _ D N F ELDon ✓`(--- I �'//� I - 10 i---- SEPTIC TANK TO SEEPAGE PIT WALL SEPTIC t— TANK � SEEPAGE P T IN FIELD TO NEAREST LOT LINE. WELL TO SEPTIC TANK 1' 0'0 5E PAGE PIT DRAIN FIELD A O CO IDER ARE WELLS. el I I WATER MAIN TO SEPTIC TANK SEEPAGE T DRAIN FIELD / 4 SEPTIC TANK, /0-0r SEEPAGE PIT ( D N FIEL TO RIVER, LAKE, STREAM. CAST IRON INTO AND OUT OF SEPTIC TANK AN NTO RIB CROSSIIIIG Gi- V I EXCAVATION 5 FEET INTO UNDISTURBED SOIL 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTI TA K AN SEEP nA\ E I i \I- I FITTED WITH AIRTIGHT REMOVABLE CAPS. I I_ GRAVEL BACKFILL �;,21, f:2_ CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. - 0 ;y0i r G.A .A .B .B. OR LICENSED/DESIGNER C i/�ifL c 7701✓ -S /� ELiU i 1 CERTIFY THAT 1 AM FAMILIAR WITH THE REQUIREMENTS OF GREATER DESCRIBEDSY TEM IS IN ACCORDANCE WITH SAID CODE. DATE 7/ APPLICANT'S SIGNATURE ` FO.iM NO. EQ -01 6 E AREA BOROUGH ORDINANCE NO. 28.68 AND THAT THE ABOVE I! i, if if i rL::fi,n 1, ')f i,.J I I )I JIB- 11(o Iij(' I j SII for Timherline Homes )'L" Pe r f ()-qt, 8-14-75 ld I. , 1. ; ! I , L ! ( ) I I : r F o r I I I r ( � 1 P ( ) I L:, : o, I X, Percol,]Lioll IL ............ c !.I,-- I ) � II feel I - Topsoil 2—ML SW SW 3 - ML - ML - MT - ML SP 0 SP !) - Sw \ 15-61W 16 —fW lij SW SW j GW GW WdS ground 1rdLer eljc000Lf_,t-(_.d,? It ---- ------------ - -- ------ N Lu lilt? I)CI)L;l Lo IY,III r 11CL ))-()j) ........ ..... .............. ........... .. ................................ I'rrrnldLioil r') I, A LL) I j L of In1eL h) ljo C L'011, of 1) i L or Lrelicf - ----- - - 16 ft. . . . . . . . . . . . . . . . ALPKA GEOLOGICAL -CONSULTANTS ... ... r 1( ) t 1.1,-, ... ............... 1.5.-75 .. - u 0 \� 0~1