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Zoning ReviewSOIL DATA DATE: 12-15-98 PERFORMED BY: SITEC INC. WITNESSED BY: SUE GRIFFIN TP-102 TP-101 0" 12" 24" A SANDY LOAM 1OYR3/3 [3 SANDY LOAM 1OYR5/6 Cl SANDY LOAM 1OYR6/4 96.5 0 95.5 12" 94.5 24" A SANDY LOAM 1OYR3/3 B SANDY LOAM 1OYR5/6 C1 SANDY LOAM 1OYR6/4 96.5 95.5 94.5 156" 183.5 156" 1 187.2 MOTTLES ® 72" EL.90.5 MOTTLES @ 72" EL.90.5 10YR6/8 10YR6/8 PERC © 54" PERC @ 66" RATE: 1 "IN 19 MIN. RATE: 1 "IN 16 MIN. / # EARTH BACKFILL \ p o 0 0° a 4 0 ° a+V�", 0 0 ° ° ° ° ° °O o ° 0 4 v o 4 vQ a° a o a 4° ° 0 4 v a 04 ° ° O° 4 v a 4 v 0 v°°v4vv vvvv°v°v v vv v °dv °°° d v v v v v 4, 6$ 6' 4 TYPICAL OF ALL TYPICAL FIELD CROSS SECTION LEGEND DESIGN DATA 100 EXISTING CONTOUR 12" MIN. EARTH PROPOSEID CONTOUR DESIGN PERC RATE: 1" IN 20 MINUTES BACKFILL PIPE INVERT ELEVATION DESIGN FLOW: 3 BEDROOMS X 110 GPD/BDM = 330 GPC REQUIRED - 2" DEPTH OF 1 /8" - TEST PIT' SYSTEM DESIGN: USE 20' X 32' LEACHING BED - 1 /2" WASHED PEASTONE SEPTIC TANK BOTTOM: 32' LONG X 20' WIDE X 0.53 G/SF = 339 CPD PROVIDED 10" DEPTH OF 3/4" TO 1-1/2" DOUBLE WASHED ❑ DISTRI130-ION BOX CRUSHED STONE w PROPOSED WATER SERVICE LINE ® OBSERVEFD GROUNDWATER TABLE ELEVATION RESERVE AREA LOCUS MAP NOT TO SCALE } __ T ` r. ,� LO N i62.0 GENERAL NOTES i ;�' ° CZ,, (i \ \ 9 �'; 1) THIS SYSTEM SHALL BE INSPECTED WHEN LEACHING AREA IS FULLY EXCAVATED AND WHEN ALL COMPONENTS ARE IN PLACE. WHEN THE SYSTEM IS READY FOR INSPECTION, THE CONTRACTOR SHALL NOTIFY THE LOCAL BOARD OF HEALTII• 2 WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT DUST ,AND FINES. STONE WALL '� � \_- �� `v . '�� " �� _ �: v � .�, _ �, , o 0 \ ,tom m 1 • I °y0 �' ti ga ''', i 3) ALL ELEVATIONS ARE BASED ON ASSUMED ELEVATION DATUM. BENCHMARK. i � � � �A51J -' Bra ' l A \ �C � +� ",.;, • A� I ' 38.8 f idle0f6 teT �11 _ - �e _ ��.°t \. CUT NAIL UP 0.5 IN I i ; \ 1 ? -1 `� _ 4) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS NORTH SIDE OF 36 TREE �� f �, \--�!;• `_ OF THE SEWAGE DISPOSAL SYSTEM DURING THE COURSE OF CONSTRUCTION. ASSUMED ELEV.=97.7 �� \\ AP 31 LOT 7 z3. I 30.5" 18.5" 7.5" TOP VIEW -- 3, 5" DIA. INLETS END VIEW 5, 5" DIA. OUTLETS CROSS SECTION VIEW DISTRIBUTION BOX NOT TO SCALE 10'-6" 3.5"dia. knockouts inlet PLAN VIEW 20" dia. rover (typ) 1„ -{ 4" taper L T T„ liquid 10" level 't. 5'-4„ 4 -6 GAS BAFFLE 7' 4 3"walls 31, CROSS SECTION VIEW SEPTIC TANK NOT TO SCALE 5"dia. outlet 34 ACRES �i ,r •,�' �" �!:. 5) NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL SYSTEM SIIiALL BE MADE WITHOUT v , CARD OF HEALTH. \ PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE LOCAL 36 T�,EE \ 6) UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS SHALL B� INSTALLED IN ACCORDANCE WITH TITLE V OF THE STATE ENVIRONMENTAL COCE AND ANY WIRE FENCE j ` ' APPLICABLE LOCAL REGULATIONS. TP-101 7) SEPTIC TANK, DISTRIBUTION BOX, ETC. SHALL BE MANUFACTURED BY A. ROTONDO &SONS -ZLL�� " ' ` OR APPROVED EQUAL. 32' TP-102 VE ALL CONCRETE 8 GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER C A STRUCTURES I R PROVIDE WATERTIGHT . S S TU N ORDER TO DE A W TIGHT SEAL 9) ALL SHIPLAP JOINTS IN THE SEPTIC TANK SHALL BE SEALED �A?TH NEOPRENE GASKETS LIMIT OF 5' OVERDIG APPROXIMA LOCATION OR ASPHALT CEMENT. - - EXISTING CESSPOOL 98 ° 10.) ENGINEER TO BE PRESENT AT TIME OF EXCAVATION TO INSURE THAT EXISTING PITS AND n CONTAMINATED SOILS HAVE BEEN REMOVED. A SIEVE ANALYSIS IS TO BE PERFORMED °) ON ALL IMPORTED BACKFILL/OVERDIG MATERIALS GA�AGE I- PROPOSED 11) THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL UNIT. / \ T.O.FLLIN r �P' � 00 -7 ;10q.s �, ,�� o� BOARD OF HEALTH STAMPS ,x �� This ? System Is Not Designed ' '� � g 1 ' <<Ilk- - �� For Garbage Grinder, Whirlpool EXISTING DWELLING; p TO OE RASED `S ,� �,, Or Other High Water use D SHEQ Gi el/ICeS. �S) ENGXERS AS -BUILT EXISTING WELL TO BED' v USED C`OR IF RIGATION ONLY CONSTRUCTION OF THIS SEPTIC SYSTEM PLAN & CERTIFICATION MAP 31 LOT 7 DST DE COMPLETED WITH H THREE (S) STATEMENT REQUIRED YEARS OF THE DATE OF APPROVAL PROPOSLD WELL __-_------- 1 � �� 2' :.OF HEALTH STAMPS OOARD 0� 1F:; LTH INSPECTION P MDP, I T N2 r 00 REQUIRED W91EN EXCAVATED �a MAR 17 1999 �� ELEVATIONS MUST NOT E e� g3 rn 9� g� BY TOW OF DARTRINTH CHANGED WITHOUT BOARD I BOARD OF HEALTH OF 'fiEALI H APPROVAL za, ALL WELLS WITH'N 200 OF THE PROPOSED PLOT PLAN SAS ARE SHOWN P P SUBSURFACE SEWAGE DISPCSAL SYSTEM 0' 30' 60' 90' FINISH GRADE g '� M AN U EL DeSOU Zr DWELLING ELEV. = 98.5 MIN. FINISH GRADE EL.= 96.7 FINISH GRADE EL.= 96.50 s�js5 O g' COVERS RAISED TO GRADE 99FO�S��Q�\�101 WHITE OAK RUN 9 3 2 2 Iw.; C?0 r ��F�s,or�,a�.�`�� MAP 31 LOT 7 TOP OF W FOUNDATIONNO. DARTMOUTH, MA 5 ----------- 5' ELEV.= 100.50 ENGINEERING FIRM: 10' ® 2% 16' ® 1.5% SITEC, Inc. TOP OF 1500 GALLON STAMP P.L.S......... SITEI14 96.20 REINFORCED CONCRETE 95.47 95.30 1New 3 Waled Road SLAB t ° v v v 95.00 (508) 998'-2125 02745 SEPTIC TANK 95.1E v ° ° ° v ELEV.=92.50 v v v 3/4"-1 1/2` WASHED ° Civil and Environmental Engineering FAX (508) 998-7554 96.00 GAS BAFFLE DISTRIBUTION ° v v STONE ° v v v v Land Use Planning 95.75 BOX ° ° v ° v 94.50 , LEVEL STABLE BAS DATE: 2-16-99 6",3/4"-1-1/2" CRUSHED STONE BASE LIMIT OF EXCAVATION EL 93.0 SEE NOTE #10 CONTACT PERSON: DAN A6UTAR SYSTEM PROFILE v SEASONAL HIGH GROUNDWATER ELEV.-, g0.5 ACAD NO.DART-98-1685.DWG FILE NO. SOIL DATA DATE: 12-15-98 PERFORMED BY: SITEC INC. WITNESSED BY: SUE GRIFFIN TP-102 TP-101 0„ 12" 24" 3, 5" DIA. I A SANDY LOAM 1OYR3/3 B SANDY LOAM 1OYR5/6 C1 SANDY LOAM 1OYR6/4 96.5 0 95.5 12" 94.5 24" A SANDY LOAM 1 OYR3/3 B SANDY LOAM 10YR5/6 C1 SANDY LOAM 1OYR6/4 96.5 95.5 94.5 156" 1 1 83.5 156" 1 1 87.2 MOTTLES © 72" EL.90.5 MOTTLES © 72" EL.90.5 10YR6/8 10YR6/8 PERC @ 54" PERC © 66" RATE: 1 "IN 19 MIN. RATE: 1 "IN 16 MIN. 30.5" 18.5" - 7.5" TOP VIEW END VIEW 5, 5" DIA. OUTLETS .� a .. - CROSS SECTION VIEW nIl:�TRIRIITinNI Rn / EARTH BACKFILL \� 0 p o e 0 o e'0 0 0 e 0 O p ° 0 e 0 O o Oo e 0 e O p o e 0 a 00 Op o o e p o e a o 0 p o o a p o 0 0 o p o e4 o 0 v v v ° v PA d v v °° v v v v °d vd °v d d v ° d v v v d d v d° ° ° d° v ° v ° ° o ° _ °°°° 4' 6' 6' 4' TYPICAL OF ALL TYPICAL FIELD CROSS SECTION_ NOT TO SCALE w N 0 LO O O �Ln STONE WALL '� ,, BENCHMARK: CUT NAIL UP 0.5' IN NORTH SIDE OF 36,TREE ASSUMED ELEV.=97.7 MAP 31 LOT 7 5'-8" 3.5"dia. knockouts inlet NOT TO SCALE ,o 0��' PLAN VIEW 20" dia. over (typ) toper 4 T i_ 3,> :. 1'=1" 4'-0" 1'-7.5" liquid 10„ » level 5'-4 4'-6» GA BAFFLE R 3"walls 3„ CROSS SECTION VIEW SEPTIC TANK - NOT TO SCALE 5"dia. outlet 34 ACRES 1 R\ \� ` 36" THEE Ix ,0 v WIRE FENCE TP-101 32' TP=102 Xjs r/IV LIMIT OF 5' OVERDIG APPROXIMATE LOCATION - - EXISTING CESSPOOL 98 ° ` \ \ Cl) _ • GAPAGE F PROPOSED �T•0.F. 10 .5 �O \ �, 5 , r ' EXISTING DWELLING` TO OE RASED I . - EXISTING WELL TO BE' i y v USED FOR IRRIGATION, ONLY ` PROPOSED WELL r 00 00 ALL WELLS WITHIN 200' OF THE PROPOSED SAS ARE SHOWN PLOT PLAN- 0' 3 0' 6 0' 90, FINISH GRADE 12" MIN. EARTH BACKFILL 2" DEPTH OF 1 /8" - 1/2" WASHED PEASTONE 10" DEPTH OF 3/4" TO 1-1 /2" DOUBLE WASHED CRUSHED STONE LEGEND DESIGN DATA 100 EXISTING CONTOUR - PROPOSED CONTOUR DESIGN PERC RATE: 1" IN 20 MINUTES PIPE .INVERT ELEVATION DESIGN FLOW: 3 BEDROOMS X 110 GPD/BDM 330 GPD REQUIRED TEST PIT SYSTEM DESIGN: USE 20 X 32' LEACHING BED SEPTIC TANK BOTTOM: 32' LONG X 20' WIDE X 0.53 G/SF = 339 C�PD PROVIDED DISTRIBU 1ON BOX W PROPOSEID WATER SERVICE LINE v OBSERVEID GROUNDWATER TABLE ELEVATION RESERVE' AREA LOCUS MAP \ \\\\\\k\\I TI! rci:s .,". it �. I- -1/ / M I)I'�_ M AFa31 LOT 7 LLy `s O �9. 2Q �G DWELLING ELEV. = 98.5 MIN. FINISH GRADE EL.= 96.7 ZZ COVERS RAISED TO GRADE /- TOP OF FOUNDATION ELEV.= 100.50 10' TOP OF 96.20 SLAB ELEV.=92.50 96.00 ® 1.5% 1500 GALLON REINFORCED CONCRETE 95.4.7 95.30 SEPTIC TANK GAS BAFFLE DISTRIBUTION 95.75 BOX LEVEL STABLE BAS 6",3/4"-1-1/2" CRUSHED STONE BASE SYSTEM PROFILE FINISH GRADE EL.= 96.50 v 'v 95.1E v v ° 3/4"-1 1/2" WASHED v v v STONE 94.50 LIMIT OF EXCAVATION EL 93.0 SEE NOTE #10 ® (SEASONAL HIGH GROUNDWATER ELEV.- 90.5 I GENERAL NOTES 1) THIS SYSTEM SHALL BE INSPECTED WHEN LEACHING AREA IS FULLY EXCAVATED AND WHEN ALL COMPONENTS ARE IN PLACE. WHEN THE SYSTEM IS READY FOR INSPECTION, THE CONTRACTOR SHALL NOTIFY THE LOCAL BOARD OF HEALT' - 2) WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. 3) ALL ELEVATIONS ARE BASED ON ASSUMED ELEVATION DATUM. 4) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE DISPOSAL SYSTEM DURING THE COURSE OF CONSTRUCTION. 5) NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL SYSTEM SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE LOCAL POARD OF HEALTH. 6) UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS SHALL EE INSTALLED IN ACCORDANCE WITH TITLE V OF THE STATE ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL REGULATIONS. 7) SEPTIC TANK, DISTRIBUTION BOX, ETC. SHALL BE MANUFACTUF,ED BY A. ROTONDO & SONS OR APPROVED EQUAL. 8) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL. 9) ALL SHIPLAP JOINTS IN THE SEPTIC TANK SHALL BE SEALED �s1TH NEOPRENE GASKETS OR ASPHALT CEMENT. 10.) ENGINEER TO BE PRESENT AT TIME OF EXCAVATION TO INSURE THAT EXISTING PITS AND CONTAMINATED SOILS HAVE BEEN REMOVED. A SIEVE ANALYSS IS TO BE PERFORMED ON ALL IMPORTED BACKFILL/OVERDIG MATERIALS 11) THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL UNIT. BOARD OF HEALTH STAMPS BOARD OF HEALTH STAMPS S4} s SUBSURFACE SEWAGE DISPOSAL SYSTEM A M AN U EL DeSOU ZA Nn 32i65 N �9 9FG,S T��ti101 WHITE OAK R U N °�Fss/ONa�. � MAP 31 LOT 7 o NO. DARTMOUTH, MA ,p y ENGINEERING FIRM: ` SITEC, Inc. P.L.S. STAMP 13 Welby Road SITECNew Bedford, MA 02745 (508) 998-2125 Civil and Environmental Engineering FAX (508) 998-7554 Land Use Planning DATE: 2-16-99 CONTACT PERSON: DAN AGUTAR ACAD NO. DART- 98-1685.DWG FILE NO. SOIL DATA DATE: 12-15-98 PERFORMED BY: SITEC INC. WITNESSED BY: SUE GRIFFIN TP-102 TP-101 0„ „ I 1 3, 5" DIA. I 12" 24" A SANDY LOAM 1 OYR3/3 D SANDY LOAM 10YR5/6 C1 SANDY LOAM i OYR6/4 96.5 0 95.5 12" 94.5 24" A SANDY LOAM 10YR3/3 B SANDY LOAM 10YR 5/6 C1 SANDY LOAM 10YR6/4 96.5 95.5 94.5 156" L1 83.5 156" 1 1 87.2 MOTTLES © 72" EL.90.5 MOTTLES ® 72" EL.90.5 10YR6/8 10YR6/8 PERC © 54" PERC © 66" RATE: 1 "IN 19 MIN. RATE: 1 "IN 16 MIN. 30.5" 18.5" 7.5" TOP VIEW END VIEW 5, 5" DIA. OUTLETS CROSS SECTION VIEW DISTRIBUTION BOX EARTH BACKFILL \ \ 0OQ°.o O.°moo°.o oQQO oQ O°000 �� e Qo O.e o a Q4 �eooQa�C �aV eQ40o0°.0 V v v v v d ° d V V V �d ° d d d°d od V d Vd Vd ° V Vd ° d. v ° s V° s °V d V V V° V °V V Vd ° dV d v V° ° V V °° V a V V d V V V V V V V °° °d V V o V° o V d - o° oV ° V V ° d v v 4' 6' 6' 4' TYPICAL OF ALL TYPICAL FIELD CROSS SECTION NOT TO SCALE mCO 1 1 w ` W\ N `p O w \ LO STONE WALL I BENCHMARK: CUT NAIL UP 0.5' IN NORTH SIDE OF 36" TREE �- ASSUMED ELEV.=97.7 \ \\ MAP 3i LOT 7 10'-6" 5'-8„ NOT TO SCALE o di knockouts knockouts inlet PLAN VIEW 20" dia. cover (typ) 4"Z TI �1" �- taper 3„ 4'-0" 1'-7.5" liquid 10" level .. 4'-6" GAE BAFFLE 7 L 3"walls 3" CROSS SECTION VIEW SEPTIC TANK NOT TO SCALE 5"dia. outlet 12" MIN. EARTH BACKFILL 2" DEPTH OF 1 /8" - 1/2" WASHED PEASTONE 10" DEPTH OF 3/4" TO 1-1/2" DOUBLE WASHED CRUSHED STONE j \ \ 34 ACRES \ 36 TOE WIRE FENCE i TP-101Nw \ 1 L , 1 LIMIT OF 5' OVLk<UIG APPROXIMATLOCATIOi\1 \ I \ y} y -- - EXISTING C SSPOOL yl 98 \\ GA \GE f- B PROPOSED � 'vl- / _ LLI T. 0, F. 1 N r + I ► �� I 1 �y yy r 5 \\ EXISTING DkLLING,' TO �E RA7ED ri i i III �y �y yyy Q CC EXISTIN�IG WE�RIGATIO4 TO BE \\ USED Ef OR IONLY I I \\ PROPOSED WELL w 00 I I 1 / + + 0 9°r' 9�gT�i 9Y J d ALL WELLS WITHIN '200' OF THE PROPOSED SAS ARE SHOWN PLOT PLAN 0' 30' 60' 90, FINISH GRADE DWELLING IELEV. = 98.5 MIN. 5-4" COVERS RAISED TO GRADE TOP OF FOUNDATION _ ELEV.= 100.50 10' ® 2 % r 16' @ 1.57. TOP OF 1500 GALLON SLAB 96.20 REINFORCED CONCRETE 95.47 95.30 ELEV.=92.50 SEPTIC TANK 96.00 GAS BAFFLE DISTRIBUTION 95.75 BOX LEVEL STABLE BAS 6",3/4"-1-1/2" CRUSHED STONE BASE SYSTEM PROFILE FINISH GRADE EL.= 96.7 LEGEND 100 EXISTING 'CONTOUR o PROPOSED CONTOUR PIPE INVERT ELEVATION TEST PIT SEPTIC T/ANK DISTRIBU71ON BOX W PROPOSED WATER SERVICE LINE ® OBSERVEI) GROUNDWATER TABLE ELEEVATION RESERVE AREA LOCUS MAP N % %�\IN%1, . WHITE OAK RUN 150' 1 "_0'+/- FINISH GRADE EL.= 96,,50 v ° v 95.00 :9:5:.:167 v v ° ° V V ° v V ° 3/4`-1 1 /2- WASHED V v ° V v ° v v STONE v v v 94.50 LIMIT OF EXCAVATION EL 93.0 SEE NOTE #10 r SEASONAL HIGH GROUNDWATER ELEV.= 90.5 Lj4•qj[ jffl ff ' Al DESIGN PERC RATE: 1" IN 20 MINUTES DESIGN FLOW: 3 BEDROOMS X 110 GPD/BDM = 330 GPD REQUIRED SYSTEM DESIGN: USE 20' X 32' LEACHING BED BOTTOM: 32' LONG X 20' WIDE X 0.53 G/SF = 339 CPD PROVIDED ZONING INFORMATION ZONING DISTRICT: SR-B FLOOD ZONE: C % LOT COVEARGE: LESS THAN 1 % GENERAL NOTES 1) THIS SYSTEM SHALL BE INSPECTED WHEN LEACHING AREA IS F't1LLY EXCAVATED AND WHEN ALL COMPONENTS ARE IN PLACE. WHEN THE SYSTEO IS READY FOR INSPECTION, THE CONTRACTOR SHALL NOTIFY THE LOCAL BOARD OF HEALTII- 2) WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST ,XND FINES. 3) ALL ELEVATIONS ARE BASED ON ASSUMED ELEVATION DATUM. 4) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE DISPOSAL SYSTEM DURING THE COURSE OF CONSTRUCTION. 5) NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL SYSTEM SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE LOCAL BOARD OF HEALTH. 6) UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS SHALL BINSTALLED IN ACCORDANCE WITH TITLE V OF THE STATE ENVIRONMENTAL COCE AND ANY APPLICABLE LOCAL REGULATIONS. 7) SEPTIC TANK, DISTRIBUTION BOX, ETC. SHALL BE MANUFACTUR(D BY A. ROTONDO & SONS OR APPROVED EQUAL. 8) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LAVE ALL CONCRETE STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL. 9) ALL SHIPLAP JOINTS IN THE SEPTIC TANK SHALL BE SEALED iAiTH NEOPRENE GASKETS OR ASPHALT CEMENT. 10.) ENGINEER TO BE PRESENT AT TIME OF EXCAVATION TO INSURE THAT EXISTING PITS AND CONTAMINATED SOILS HAVE BEEN REMOVED. A SIEVE ANALYSE? IS TO BE PERFORMED ON ALL IMPORTED BACKFILL/OVERDIG MATERIALS 11) THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL UNi BOARD OF HEALTH STAMPS BOARD OF HEALTH STAMPS TOWN OF DARVAOUTH 1 ;M. 771 9, � 14 finy llll ZZEREPORT MP SUBSURFACE SEWAGE DISPOSAL SYSTEM c o?� STEVEN D. yN G101 � M AN U EL D eSOU ZA � civIL l� A 9 No,32165Q 101 WHITE OAK RUN 9 Fc,SSE�` � MAP 31 LOT 7 - '�FSSION-Ak.\-, NO. DARTMOUTH, MA ENGINEERING FI RM. SITEC, Inc. P.L.S. STAMP 13 Weiby Road k9lNew Bedf�d, MA 02745 (508) 998-2125 Civil and Environmental Engineering FAX (508) 998-7554 Land Use Planning DATE: 2-16-99 REVISED 1-3-11-99 CONTACT PERSON: DAN AGUTAR ACAD NO.DART-98-1685.DWG FILE N0.