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HomeMy WebLinkAbout2003 Soil Testing Report SPR WITHDRAWN F,L) ATTACHMENT 2 1 ANDOVER 21652 01-:1-YINTMEN-f SOIL TEST REPORT ADDITIONAL TESTING ON 9/12/03 FOSTER FARM SCHOOL SITE BOXFORD ROAD NORTH ANDOVER, MASSACHUSETTS NO W KM cmt 101 36W Q T Prepared for: DiNisco Design Partnership 87 Summer Street Boston,MA 02102 Prepared by: Schofield Brothers of New England,Inc. 1071 Worcester Road Frainin,gharn,MA 01701 September 17,2003 SCHOFIELD BROTHERS ENGINEERING - SURVEYING - PLANNING 'F-�DoSCHOFIEID BROTHERS ENGINEERING • SURVEYING PLANNING u Schofield Brothers of New England, Inc. 1071 Worcester Road Framingham, MA 01701-5298 508.879.0030• 1-800-696-2874 September 17, 2003 fax 508-879-1797 Website www.schofieldbros.com 21652 Kenneth DiNisco DiNisco Design Partnership 87 Summer Street Boston, MA 02138 RE: Additional Soil Testing Results Foster Farm School Site, North Andover, Massachusetts Dear Mr. DiNisco: ' On September 12, 2003, Schofield Brothers of New England, Inc. (SBNE)performed additional soil testing at the subject site consisting of 7 Deep Hole Tests, three Percolation Tests and four Sieve Tests of representative samples of soils from the test holes. The locations of the new test pits have been added to the reap in Appendix 1. The backhoe service for the testing was provided by Arco Excavators, Inc. of North Andover. The purpose of the testing was to confirm the general characteristics of the soils and estimated seasonal high groundwater at the proposed locations for stormwater management infiltration structures. This was done in response to the recommendation of Eggleston Environmental, Inc. to make sure that the soil conditions are consistent with nearby soil testing that were used as the basis of the Stormwater BMP designs. The attached materials include the following: - Soil Test Logs for each of the Deep Hole and Percolation Tests. - Sieve Analysis Data and Computations - Update of[lie "Soil Analysis for Stormwater Exfiltration Table. Update of the Appendix 1 —Soil Test Locations Map. The results of the soil testing did confirm that the soils in the area of each of the stormwater infiltration BMPs is as anticipated and no change in the BMP design parameters at each location is required. If you have any questions regarding this report, please do not hesitate to call. Very truly yours, Schofield Brothers of New England,Inc. Fredric W, King,P.E. Senior Engineer Attachments i FORM 11 - SOIL EVALUATOR FORM 1 Page 2 of Location Address or Lot No. Foster Farm School Site, Boxford Rd., North Andover, MA On-site Review Deep Hole Number 03-14 Date: 9/12/03 Time, Am Weather 80, Sunny Location (identify on site plan) see sketch Land Use Open field Slope(%) 1-2% Surface Stones None Vegetation Field grass Landform Position on landscape (sketch on the back) see sketch Distances from:(Approximate) Open Water Body 140 Feet Drainageway >50 Feet Possible Wet Area 140 Feet Property Line 180 Feet Drinking Water Well N/A Feet Other DEEP OBSERVATION HOLE LOGY Depth from Surface Soil Horizon Soll Texture Soil Color Soil Mottling other (inches) (USDA) (Munsell) (Structure,Stones, Boulders, Consistency,%Gravel 0—10 Ap SL 10YR 3/2 None Mod--fine,no stones 10--24 Bw SL 7.5YR 4/6 None Mod--tine,w/some stones &cobbles,friable 24—84 C1 Sand(M-C) 10YR 616 7.5YR 518 begin Loose sand,gravelly w/ @ 42",>5% some stones&cobbles 84—122 C2 LS 10YR 6/4 Many throughout Firm in Place,massive, friable,w/angular stones& cobbles 122 No Refusal " MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material(geologic) Outwash over Glacial Till Depth to Bedrock: +122" Depth to Groundwater: Standing Water in the Hole: 120" Weeping from Pit Face: 84" Estimated Seasonal High Ground Water: 42" by rxlo hology (A monitor well was installed). DEP APPROVED FOR-Al-12/07195 i FORM 11 - SOIL EVALUATOR FORM Pabe3 of i Location Address or Lot No. Foster Farm School Site, Boxford Rd., North Andover, MA On-site Review Deep Hole Number 03-15 Date: 9112/03 Time: Am Weather 80,Sunn Location (Identify on site plan) see sketch Land Use Open field Slope(%) 2-3% Surface Stones None Vegetation Field grass Landform Position on landscape (sketch on the back) see sketch Distances from: (Approximate) Open Water Body 200 Feet Drainageway >50 Feet Possible Wet Area 150 Feet Property Line 110 Feet Drinking Water Well NIA Feet Other DEEP OBSERVATION HOLE LOG* Depth from Surface Soil Horizon Soil Texture Soil Color Soil Mottling Other (inches) (USDA) (Mansell) (Structure,Stones, Boulders, Consistency,%Gravel 0—11 Ap SL 10YR 3/2 None Med—fine,no stones 11 -23 Bw SL 7.5YR 4/6 None Med—fine,w/some stones &cobbles,friable 23- 126 C IwS 10YR 6/4 7.5YR 5/8 begin Massive,friable,gravelly w/ B 86",>5% some stones&cobbles 126 No Refusal "MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material (geologic) Glacial Till Depth to Bedrock: +126" Depth to Groundwater: Standing Water in the Hole: None Weeping from Pit Face: None Estimated Seasonal High Ground Water. 86" by mozpholo;y (A monitor well was installed), DEP APPROVED FORIti1,11/01/91 F01t 111 - SOIL EVALUATOR FORM Page 4of Location Address or Lot No. Foster Farm School Site, Boxford Rd., North Andover, MA On-site .review Deep Hole Number 03-16 Date: 9/12/03 Time: Am Weather 80, Sunny Location (identify on site plan) see sketch Land Use Open field Slope (%) 2-3% Surface Stones None Vegetation Field grass Landform Position on landscape (sketch on the back) see sketch Distances from: (Approximate) Open Water Body 200 Feet Drainageway >50 Feet Possible Wet Area 200 Feet Property Line 200 Feet Drinking Water Well N/A Feet Other DEEP OBSERVATION HOLE LOGY Depth from Surface Soil Horizon Soil Texture Soil Color Soil Mottling Other (inches) (USDA) (Munsell) (Structure,Stones, Boulders, Conslstenc ,%Gravel 0—10 Ap SL 10YR 3/2 None Mod—fine,no stones 10-30 Bw SL 7,5YR 4/6 None Mod—fine,w/some stones &cobbles,friable 30-84 C1 S(M-C) 10YR 516 None Loose,many stones& cobbles,gravelly 84 126 C2 LS 10YR 6/4 7.5YR 5/8 begin Firm in Place,gravelly,w/ B 84'%>5% many stones,cobbles 126 No Refusal ' MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material (geologic) Outwash over Glacial Till Depth to Bedrock: +126" Depth to Groundwater: Standing Water in the Hole: None Weeping from Pit Face: Norse Estimated Seasonal High Ground Water: 84" by morphology (A monitor well was installed). DEP APPROVED FOR-NI-12I07I95 FORM 11 - SOIL EVALUATOR FORM Pages of Location Address or Lot No. Foster Farm School Site, Boxford Rd., North Andover, MA On-site .Review Deep Hale Number 03-17 Date: 9/12/03 Time: Am Weather 80, Sunny Location (identify on site plan) see sketch Land Use Open field Slope (%) 2-3% Surface Stones None Vegetation Field grass Landform Position on landscape(sketch on the back) see sketch Distances from: (Approximate) Open Water Body 200 Feet Drainageway >50 Feet Possible Wet Area 160 Feet Property Line 130 Feet Drinking Water Well N/A Feet Other DEEP OBSERVATION HOLE LOG* Depth from Surface Soil Horizon Soil Texture Soil Color Soil Mottling Other (Inches) (USDA) (Munsell) (Structure,Stones, Boulders, Consistency,%Gravel 0—12 Ap SL 10YR 3/2 None Mod—fine,no stones 12-30 Bw SL 10YR 6/6 None Med—fine,no stones 30-60 C1 S(F-M) 1oYR 6/6 None Med—Fine Sand,no stones 60—115 C2 S(M•q 2.5Y 6/4 7.5YR 5/8 begin Med—Coarse Sand, ® 60",>5% gravelly w/large boulders 115 Refusal Boulders MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material (geologic) Outwash Depth to Bedrock: 115" Depth to Groundwater: Standing Water in the Hole: 113" Weeping from Pit Face: 110" Estimated Seasonal High Ground Water: 60" by morphology DRP AITROVED FORM-12/07/95 FORM II - SOIL EVALUATOR FORM Page C of Location Address or Lot No. Foster Farm School Site, Boxford Rd., North Andover, MA On-site Review Deep Hole Number 03-18 Date: 9/12103 Time: Am Weather 80, Sunny Location (identify on site plan) see sketch Land Use Open field Slope(%) 3-4% Surface Stones None Vegetation Feld grass Landform Position on landscape (sketch on the back) see sketch Distances from: (Approximate) Open Water Body 160 Feet Drainageway >50 Feet Possible Wet Area 130 Feet Property Line 50 Feet Drinking Water Well NIA Feet Other DEEP OBSERVATION HOLE LOG* Depth from Surface Soil Horizon Soil Texture Soil color Soil mottling Other (inches) (USDA) (Munseil) (Structure,Stones, Boulders, Consistency,%Gravel) 0—12 Ap SL 10YR 312 None Med—fine,no stones 12-22 Bw SL 10YR 6/6 None Med--fine,some stones 22-90 C S(M-C) 2.5Y 6/4 None Med—Coarse sand,w/ many stones,cobbles& boulders,gravelly 90 Refusal Fractured Ledge MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material(geologic) Outwash Depth to Bedrock: 90" Depth to Groundwater: Standing Wafer in the Hole: None Weeping from Pit Face: None Estimated Seasonal High Ground Water: >90" APP APPROVED POR11I�I2/07195 FORM 11 - SOIL EVALUATOR FORM Page 7 of Location Address or Lot No. Foster Farm School Site, Boxford Rd., North Andover, MA On-site Review Deep Hole Number 03-19 Date: 9/12/03 Time: Am Weather 80, Sunny Location (identify on site plan) see sketch Land Use Open field Slope (%) 3-4% Surface Stones None Vegetation Field grass Landform Position on landscape(sketch on the back) see sketch Distances from: (Approximate) Open Water Body 120 Feet Drainageway >50 Feet Possible Wet Area 75 Feet Property Line 35 Feet Drinking Water Well N/A Feet Other DEEP OBSERVATION HOLE LOG' Depth from Surface Soil Horizon Soil Texture Sell Color Soil Mottling Other (Inches) (USDA) (Munsell) (Structure,Stones, Boulders, Consistency,%Gravel 0—12 Ap SL 10YR 312 None Med—fine,no stones 12•22 Bw SL 10YR 616 None Med--fine,some stones 22.60 C S(M-G) 2.5Y 6/4 7.5YR 5/8 begin Med—Coarse sand,wl @ 30",>5% many stones,cobbles& boulders,gravelly 60 Refusal Fractured Ledge * MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL_AREA Parent Material (geologic) Outwash Depth to Bedrock: GO" Depth to Groundwater: Standing Water in the Hole: None Weeping from Pit Face: None Estimated Seasonal Nigh Ground Water: 30" by motphology DEP APPROVED FORM-121©7/95 FORM 11 - SOIL EVALUATOR FORM Location Address or Lot No. Page S of Foster Farm School Site, Boxford Rd., North Andover, MA On-site Review Deep Hole Number 03-20 Date: 9/12/03 Location(identify on site plan) Time: PM Weather 80, Sunny Land Use see sketch Open field Slope(%) 5% Vegetation Field grass ------ Surface Stones None Landform Position on landscape (sketch on the back) see sketch Distances from: (Approximate) Open Water Body 240 Feet Drainageway >50 Possible Wet Area 220 Feet Feet Property Line #60 Drinking Water Well N/A Feet Feet Other DEEP OBSERVATION HOLE LOG* Depth from Surface Soll tiorixon (inches) Soil Texture Soil color (USDA Solt Mottling ) (Mansell) Other (Structure,Stones, Boulders, 0 10 Ap Consistenc %Gravel Sl, 10YR 3/2 None Med—tine,no stones 12-32 t3w 5L 10YR 6/6 None i4fed--tins,no stones, friable 32- 120 C S(M-C) 2.5Y 6/4 None Loose stratified sands& gravels,many stones& 120 No Refusal cobbles "MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA 'anent Material (geologic) Outwash le th to Groundwater: Depth to Bedrock: +120" Standing Water in the Hole; None stirnated Seasonal High Ground Water: >120" Weeping from Pit Face: None DEP APPRO VED TORI4i.12/07/95 4 Gf/ FOSTER FARM SCHOOL SITE NORTH ANDOVER, MA PERCOLATION TEST LOGS Test Date 1/22/03 Pere Test 03-15 03.16 03-17 Depth 40" 36„ 38„ Soak N/A N/A N/A 12" 9:47:30 11" 9:49 10" 9;52 09" 9:57 08" 10:02 07" 10:08 06" 10:17 05" 04" 03" Rate 7 MPI Q MPI <2 MPI -MPI=Minutes per Inch -Depth indicated is to the 12 inch level above the bottom of the pert hole, -Note: All Pere Tests were per a modified procedure for rapidly permeable soils to obtain an actual rate. a SCHOFIELD Bi3OTI-IERS F.-,[;I.NEP.RI\!I SCRI EYIX4 PLA\\i\G E DATE: 9/15/03 JOB NO, 21652 CLIENT: DiNisco Design Partnership SITE: Poster Farm Elementary School SIEVE ANALYSIS DATA AND COMPUTATION SHEET SAMPLE NO: DATE SAMPLE TAKEN: 9112/03 DESCRIPTION: Sample from C1 Horizon of TH 903-14 TEST SAMPLE WEIGHT"(gm)= 609.3 Sieve No. Sieve Sieve& Soil Percent Percent Weight Soil Weight Passing Retained (gm) Weight Retained ( m) ( m 314 577.5 577.5 0.0 100.0 0.0 4 517A 728.6 211.2 65.3 34.7 16 416.0 572.4 156.4 39.6 25.7 30 395.5 484.6 89;1 25.0 14.6 60 369.0 451.9 82,9 11.4 113.6 100 350.5 377.5 27,0 6.9 4.4 200 291.1 314.1 23.0 3.2 3.8 PAN 481.E 500.8 19.2 0.0 3.2 TOTAL 608.8 Slandardsieve xls U_5. STANDARD SIEVE t4JMBERS HYDROMEI ER i D0 4 froZ0 1* 5-0 0 I 00 2t)O 90 60 T l3 W 60 r rn QO v _ Ir W 4 o 20 10 0 io S I 0.5 0.1 0.05 0-+ O.CO5 O.DOt CL0005 O.COO# GRAIN SIZE QN MILLIMETERS WEDIUM GAAVEL FINE COARSE f,.tEDltlht FINE RYft SALT CLAY : GRAVEL SAND SA ND SANG SAND _ _ . OILS CLASSIFsCATlON v �r PRCJCCT /� 00 BOOING' N0 Ssk.@F>LE NO DEPTH ELEVATION REVARKS GRAIN SIZE DISTRIBUTION DIAGRAM 4 'DEDS0101 IILi D BB )1'ii BS 1 - EtiG1�EP:R3\t: SL'R1'€.}•I\t, YE.�\V€]G DATE: 9/15/03 JOB NO: 21652 CLIENT: DiNisco Design Partnership SITE: Poster Farm Elementary School SIEVE ANALYSIS DATA AND COMPUTATION SHEET SAMPLE NO: DATE SAMPLE TAKEN: 9112103 DESCRIPTION: Sample from C1 Horizon of TH 903-17 TEST SAMPLE WEIGHT(gm)= 502.2 Sieve No. Sieve Sieve& Soil Percent Percent Weight Soil Weight Passing Retained (gm) Weight Retained (gm) (gm) 3/4 577.5 577.5 0.0 100.0 0.0 4 517.4 519.7 2.3 99.5 0.5 16 416.0 426.3 10.3 97.5 2.1 30 395.5 452.0 56.5 86.2 11.3 60 369.0 585.1 216.1 412 43.1 100 350.5 451.2 100.7 23.1 20.1 200 291.1 366.4 75.3 8.1 15.0 PAN 481.E 522.3 40.7 0.0 8.1 TOTAL 501.9 U.5. STAr4DARD SIEVE NUMBERS HYORCMEIER 4 (C5 20 sD SA o 1 Da 2t?0 90 70 V w 504T -T I _ . m ti 40 V cc w 20 b 0t0 S l 0.5 G0.1 RAIN 006 IN tvSILU ET0a OOQS a0o( Q000� O.CAOI 1.�CbIV►t GRAVEL FINE COARSE MED1Uµ FINE RYFI S4LT CLAY GRAVEL SAKD SA NO SAND I SANG �/ M y/U.S. BUREAU OF SOILS CLAS51FICA1K>N /J rnCu£cr DORrNGl No S AJAeLE f-00 DEPTH ELEVATION 1SEMAJ KI l GRAIN SIZE D15TRIBUTION DIAGRAM �SCHQFIELD BI UffIERS EN''(;I.NEERING • S URN E)'ls(; PLAN.N1,N(, ' DATE: 9115/03 JOB NO: 21652 CLIENT: DiNisco Design Partnership SITE: Foster Farm Elementary School SIEVE ANALYSIS DATA AND COMPUTATION SHEET SAMPLE NO: DATE SAMPLE TAKEN: 9/12/03 DESCRIPTION: Sample from C1 Horizon of TH#03-16 TEST SAMPLE WEIGHT(gm)= 664.8 Sieve No. Sieve Sieve& Soil Percent Percent Weight Soil Weight Passing Retained (gm) Weight Retained ( m) ( m] 314 577.5 577.5 0.0 100,0 0.0 4 517.4 893.6 376,2 43.3 56.7 16 416.0 530.2 114.2 26.1 17,2 30 395.5 472.2 76.7 14.6 11.6 60 369.0 415.9 46.9 T5 7.1 100 350.5 367,5 17.0 5.0 2,6 200 291.1 306.9 15.8 2.6 2.4 PAN 481.6 498.7 17.1 U 2.6 TOTAL 663.9 U_5. STANDARD SIEVE NUMBERS HYOROMETER IGO 4 3o O 100 200 90 10 r 70 Z u w 60 N 0, z >Z u a a 20 b 010 5 I 0.5 0.! 0.05 oy 0.005 0.001 CL0005 0.00Oi GRAIN SIZE IN MILLIMETERS 1CIUti1 CPAVEL FINC COARSE /„1(•:DIUM FIME RYF1 S.[LT CLAY GRAVEL SAND SA NO SAUD SANG �- U.S. BUREAU OF SOILS CLASSIF)CATK)N rR0JCGT lC � d0/ SoRfNG, NO 3AAPLE NO4�2— ' 6, DEPTH ELEVATION RC►+ARKE GRAIN S[ZE DISTRIBUTION DIAGRAM �� BROTHERS EN(;1\EERIN(; • tit-RNVY]NG Pt.ANNI\G ' j DATE: 9115/03 JOB NO: 21652 CLIENT: DiNisco Design Partnership SITE: Foster Farm Elementary School SIEVE ANALYSIS DATA AND COMPUTATION SHEET SAMPLE N0 DATE SAMPLE TAKEN: 9/12/03 DESCRIPTION: Sample from C Horizon of TH #03-15 TEST SAMPLE WEIGHT(gm)= 429.6 Sieve No. Sieve Sieve& Soil Percent Percent Weight Soil Weight Passing Retained (gm) Weight Retained (9m) (gm) 314 577.5 577.5 0.0 100.0 0.0 4 517.4 718.5 201.1 53A 46.9 16 416.0 499.6 83.6 33.6 19.5 30 395.5 442.2 46.7 22.7 10,9 60 369.0 425.8 56.8 9.5 13.2 100 350.5 368.9 18.4 5.2 4.3 200 291.1 304.7 13.6 2.0 3.2 PAN _ 481.6 490.3 8.7 0.0 2.0 TOTAL 428.9 U.S. STA114DARD SIEVE NUMSERS HYDPOrvF-IER 100 4 2d :10 O 100 260 90 i30 r 70 z u 3 60 ND 40 L► W a. 30 20 10 010 5 1 0.5 0.1 0.05 oy 01005 Q0005 0.0001 GRAIN SIZE IN MILLIMETERS ►►£DtV� GRAVEL FINE COARSE MEDiVrI FINE RYFt S4LT CLAY GRAVEL sw�trO I SA NO SAND S BUREAU fl�SANrlD� /!///�� L/16 Q / CI IA/OF SQII i GLASS1FIC5O4i{JNG NO sAJ�'LL N� v f R OJ E C T,• 6/1I-�/—/----- DEPTH ELEVATION MCMARKS -� GRAIN SIZE DISTRIBUTION DVGRAM 5 d-w (S 63n-v wq �.urss d ;� � C�Nv�S Crn• N3 r i_3g fa .0 "� el7)-2 o D 6 r,(%a 79 1 �rr5cl CIS -- �3n�21� `7 u, LULA 1-2 - Q Q i hlt1-u_Ac � ILA 1V ui 7 m CJ m r ° 5 a m LLI w Q � U U co - - co ., ka0 • DOI y'' iL�COLia _ aA=Lijrai ovl�7 a © hg . owl �:p �a���� : oh p �S ��'o �,`� o� t �-� VLL O � vim^ �...-- cn p¢� pC71 i Do bD��� Z_�. :7 .51. b a �o _ .� �4 Q ul ._ u.t GO �41,11�Wt��1W Nt O LLJ lt BLd 71Fi/tn1 >�S�ice� 0)_1� �?��53C! Cl _CC .cn (�t :. ALL S - '� T `R M T r X-" 7i c7 h/ -F F-ci Plr crT Skc to i{tZ mT 12- 4. + 2SO 0. 03 Aran pn���y �� o.lt� 22- vr.3 Q A O a p 0, 2- oorly raced mzd~ww, . Co Cn m y 3 G4Q Y ckoo n ~/a o D- c cn VC7� C Q to T `I -�03. -2 C2- 1 .2 0.31 0. 1 S g gS' "poorly dy a d , D•o2Zs 31 . E �. eo oN3� m wr'"t3A � Gltan O�w ' r rT SZ 0.�'g -Poovt �ad.&d ravr, D. 0(a2 S 8 �. (� `��° 7 c9 (D z 43' - Ln CZ 2.D 0.2 0.0e 2+S to Toot[y gra> A Sand 0. 0 0 - ` - 04- O -S 3 N c U� c C,2 1 L O. Ca o- I 0 110 D.�2. -Po o Y l rarl.Jed 9 a,)d , 2. W nm n mZ-. - � � mL �Y'1 � a m o . < 0, Cl.to-n �y ca Lc( rail =1 T4 5.-. 0.0 -- 400 orl ra-cu . s.Y-)I( o) D Lo I J _ CUL C4L TI t 1�� Y' Ur7 i � r nr ITy 1� K C, IS tN C-CNN- l�ti=�� m m !Y' J� 51c /r, PFt Ss I-Y ti -1t Uiv 5 DC,o GR�vEL - -r-N� w T t,t_. G Rt3 is cr-- Q Fr tZ r�-v C K > C c Cc, r14� �ICyC w W `z, D,. Cu Cc �ESctzct��cc�h� c:rn�Skc {t� !!v M I L L.IM F_71:,NZ, r' T4 4 03-1 G S4 0. 3 0.07- T� f 6.23 'Paor-t !'cLcLQd o. oo m . S t�of c , > V3 ln� Q t11� �l rtGS in o a f r ►-- � �3- 1Z �. 0. 1Jr .LD O,� �00rl� �y-o cck ��1^3G� �}, s -` �7. 0 aaoU)O ' m m wmMQQ z�- m 0 I� n m r m m m x C •-� O � p m A Gu Co� r��tJ7 o uV2 r'n-IITy ` a o 0 y wl� �2g IS p-e m m }7fZ 4- � Zf GTR�vEL ro51 IQ V Iz i,a�c..� G r�,�-v�.� .S�nl.0 C� > � � C-�. 3�.r�•E�N f �� -� -rl�-� -r�'� .i/C:vC � W{ 1n, !Nl i 74 0 40 60 SHEET No.: ism 0 5 10 20 ODL APPENDIX I �j r JOB No.: M,4 21652 VL 1 ; ft CL'O INSid,4.;F€SP_ 1' 'u ' P£.uru—Arn-C vj,- HOFIELO BROTHERS $Odd 1. ` C� INC, OF Nff ENGLAND, /' GilJ R I 0 SU E Na N I G iD71 1fDRCiMh`R ROAD TRLE: ��OBm)� manosahof!dh��om8-17A7 l�a-rs ., r_➢ GVPYRfGBf A4R4 61'SMMD MMU or w&Z'M , — 1SED; 9/15/03 DRAWN BY: AppROVED BY; RMLOT BFWK ARCH sc M.6t87 ACRESLO \\ \1 tn rro ka CD C C) co — :: , \ \\\\\ \ \ t \ \� \ A. .rn s \ 'Dr d � ar o�-5 I��j//y` nor, -�o -I_ \\\� `\ �: -°ems � � � s , d 12 ` 5� 42 •!, pf r,' 21652 �, .r 9