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Home My WebLink About83-1665! Zzm . ( , // ). \Zo /\E \ /$ R. \/� \ ow -0 - so z MD.= SOIL TEST DATE OF SOIL TEST DECEMBER 2003_ SOIL TEST DONE BY SWEETSER&NGINEERING WITNESSED BY OBSERVATION HOLE 1 ELEV.= 100_70 OBSERVATION HOLE 2 ELEV.=,101.65 PERCOLATION RATE MIN./INCH AT __ 57 INCHES PERCOLATION RATE < __ MIN./INCH IN C HORIZON L DEPTH TOP OF FOUNDATION TEXTURE 20 FT. MINIMUM FROM CELLAR 0-13 A LOAMY SAND ELEV. 103.00 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE B LOAMY SAND t0YR5/6 - -_- 30-120 C COARSE SAND CLEAN SAND BOTTOM OF TEST HOLE ELEV.= _80,20 - 2.5Y7/2 CONCRETE COVERS INSPECTION PORT COARSE SAND NUMBER OF BEDROOMS 4" SCHEDULE 40 PVC PIPE LOAM AND SEED REVISED 771 MIN. PITCH 1/8" PER T. 2' LAYER OF LOCATION MAP REwsED I - ( 110 GAL/BR./DAY X 6 BR.) -660_ GAL./DAY 1/8" TO 1/2- 3.57 4" CAST IRON PIPE.12 J08 _ 00.60 MAX. WASHED STONE 98.35 MIN. REQUIRED ACTUAL SIZE OF SEPTIC TANK (OR EQUAL) MINIMUM SOIL CLASSIFICATION L_- / PITCH 1/4" PER FT, DESIGNPERCOLATION RATE z 92.16) EFFLUENT LOADING RATE _0J_4_ GAL./DAY/S.F. III RB 1 �FnID/ LEACHING AREA 931.33 SO. FT. FLOW LINE 97.80 O ELEV. - 99.43 _T0" -f MiN. °°° ° ELEV. z p _ _98_40 LEVEL 10' ° ELEV. _ �8.¢S,_ GAS ELEV. j _ _9_27 6' SUMP ELEV. _ _97_10_ •° ELEV. ° ° ° ° ° ELEV. _ =98.27 95.77 BAFFLE �p �t DISTRIBUTION RIB�U/ I ION ° e ° ° o o o° so. - LIQUID OUTLET J '- J ELEV. BO/� 10 HIGH CAPACITY INFILTRATORS WITH 4 FEET 14 INCHES (TO BE PLACED ON FIRM BASE) -870- TO BE WATER TESTED STONE IN AN , z .07 11 X 88 X 16 TRENCH FORMATION 5 FEET 19 INCHES 2000 IF MORE THAN ONE OUTLET IF in 6 FEET 7 FEET 24 INCHES 29 INCHES (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION IINDEXDOUBLE WELL NIA 8 FEET 34 INCHES SEPTIC TANK ZONE 3/4" TO 1 1/2" CLEAN SYSTEM, SAS, WASHED STONE r ADJUST SOIL TEST DATE OF SOIL TEST DECEMBER 2003_ SOIL TEST DONE BY SWEETSER&NGINEERING WITNESSED BY OBSERVATION HOLE 1 ELEV.= 100_70 OBSERVATION HOLE 2 ELEV.=,101.65 PERCOLATION RATE MIN./INCH AT __ 57 INCHES PERCOLATION RATE < __ MIN./INCH IN C HORIZON L DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-13 A LOAMY SAND 10YR5/3 NO ROOTS 13-30 B LOAMY SAND t0YR5/6 ROOTS 30-120 C COARSE SAND 2.5Y8/3 BOTTOM OF DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-8 A LOAMY SAND 10YR5/3 NO ROOTS 8-26 B LOAMY SAND 10YR5/6 MIN./INCH IN C HORIZON ROOTS - 26-120 C COARSE SAND 2.5Y8/3 NOT TO SCALE BOTTOM OF NO WATER ENCOUNTERED AT _19 "_ ELEV. _ SO 71, NO WATER ENCOUNTERED AT __120= ELEV. - 91 65 OBSERVATION HOLE 3 ELEV.: 104.7O OBSERVATION HOLE 4 ELEv..•___102.85 PERCOLATION RATE < 2 _ MIN./INCH AT _ NO INCHES PERCOLATION RATE <_2__ MIN./INCH IN C HORIZON DEPTH HORIZ TEXTURE FREE 0, FINES do SILT MOTT. OTHER 0-7 A LOAMY SAND SEWAGE DISPOSAL SYSTEM t! USGS PROBABLE WATER TABLE ELEV. PROFILE 7-32 B LOAMY SAND OBSERVED WATER TABLE ( / / ) ELEV. 32-120 C COARSE SAND NOT TO SCALE BOTTOM OF TEST HOLE ELEV.= _80,20 - 2.5Y7/2 DESIGN CALCULATIONS DATE JAN. 30, 2004 COARSE SAND NUMBER OF BEDROOMS GARBAGE DISPOSAL UNIT REVISED 771 TOTAL ESTIMATED FLOW LOCATION MAP REwsED I - ( 110 GAL/BR./DAY X 6 BR.) -660_ GAL./DAY REQUIRED SEPTIC TANK CAPACITY _1,320 GAL. ACTUAL SIZE OF SEPTIC TANK 2QQC GAL SOIL CLASSIFICATION L_- / / // L_ DESIGNPERCOLATION RATE <_ MIN./IN. 92.16) EFFLUENT LOADING RATE _0J_4_ GAL./DAY/S.F. III RB 1 �FnID/ LEACHING AREA 931.33 SO. FT. DEPTH HORIZ TEXTURE COLOR" MOTT. OTHER 0-7 A LOAMY SAND 10YR5/2 NO ROOTS 7-32 B LOAMY SAND I10YR6/6 LOAMY SAND 32-120 C COARSE SAND 2.5Y7/2 C DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-6 A LOAMY SAND 10YR5/2A ROOTS 6-30 B LOAMY SAND 10YR6/6 ROOTS 30-120 C MEDIUM/ 2.5Y7/2 DATE JAN. 30, 2004 COARSE SAND SCALE 1 20' C.• X56 PROJ5851-00 dwg5851-SAS.DWG 02004 SWEETSER ENGINEERING APPROVED: BOARD OF HEALTH 2 DUMAS No g1�Q�� DATE AGENT NOTES: (11X68)t(77X2X18/12) / l - ' - .M'� f f• 1.. ALL WORKMANSHIP AND MATERIALS SHALL !CONFORM TO D.E.P. LEACHING CAPACITY (AREA X RATE) ��$�1$ GAL./DAYTO WN BROOK 29 )/ NO WATER ENCOUNTERED AT __ 120_ ELEV. _ __ 94.7 NO WATER ENCOUNTERED AT 120• ELEV. _ _9285 TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR / / \ f THE SUBSURFACE DISPOSAL OF SEWAGE. I . 931.33 X 0.74 / g \ j j i ' f' 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT Ifo RESERVE LEACHING CAPACITY $$810 GAL. AY ^ / #, jj / ( I BANK! �i ) / - _ 96.17 „ (J / ' : WITHIN 6" OF FINISHED GRADE. �}/�/ I - -J ,){ �. _ 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF /"leS9t`S� BVW 1 r:WTHSTANDfNG H-10 LOADING UNLESS THEY ARE UNDER OR \ \ ( CBD f 1 mow: • USED UONDERRIORSWIITHINA OK FT. OFEDRIVES OR PARKING AREA THIN B 2 / 1 -10 FT. OR BE �/ /� QJ� A / /%[� /� /� �•// 2.14//: / /SBD (�. '} ' f 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL /'1 / 11V/ OV 1 ! / /V A 1 FL OWER //RB 2 / / / \ ^ J (FN li I / �/ k. BE MORTARED IN PLACE. i ////, / / // y / 68 j �� l ( > - d/ _ S. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE W17H TTTT"'' .�..� H•p.iaw. •/}�� /j/ / / �/ 4 J rovc axwv (FND� ,j� \I /r, DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO PL ACE // / �„ j / / / / / / - / r atrAmw- /at INA �1' OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. / 93.82 / - - �. +. 02.5 ' - X104.6 (A.arow2) 4.0 11 --aa ll/ 6. UTILITIES SHOWN ARE APPROXIMATE ONLY,: EXCAVATION CONTRACTOR /� 14814 q q \ A r PRIOR TOL COMMENCING WORK ON SITE. BC\ . / 4 Q / 4 PG 281 A'%' /J /B\M 2 // / / /1@2.1f (• / f / IS TO -SAFE" AT 1-688-344-7233 AT LEAST 72 OURS 31.93 ,/ / / / 1 / / 102,-, / ! / �!/ 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS NAS WELL AS O / / B 3/ J/ // / / 6.36• j y�6 / /� 103.' '\ J 1 S �% o f T� •6�% SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION /// i / / / / / / / l / ` / /�{�/yJ//•�j� IS TO BE BROUGHT TO THE ATTENTION OF ;THE DESIGN' ENGINEER /// i /�/ �9 / / / - / �. C.O. i / ` 1 5 7 `'� . ' �! I/ V IMMEDIATELY. . I : I - /// / 11L_._... .._1=._.- �)._: / ._� JL - PA E 1 IN- A9EL.10.0).'iB, & C I , �'�1 - / 9Lg'/ / i / i -- .. _•-__-..__. -- - -8 RCL S FLOODZONES---- _ _-.:.._ / �� ' / ' ' ' ' / \ _ _ ` i �- �O ' 10. EXISTING DWELLING, SHED, SEPTICS, AND UTILITIES ARE EL / RB /✓/ / , 101.1:7 .101.7 �- _ - 9. LOT IS SHOWN ON ASSESSORS MAP AS PAR _ } TO BE REMOVED. `` ) A UNSUfTABLE MATERIAL SHALL BE REMOVED FROM 'UNDER AND FOR /// • 90.3 4.6 / 0�/ 6a'� 102.6 � � .� / � r 11. ALL0 6�, 100 {Ga / \ • i / / 1 1.8 _ J MINIMUM OF 5 AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED SOIL \ 101.1 / / TEST 2 ��► r/�V WITH SAND AS SPE CIRED 1N 310 CMR 15.255:(3). // i I/ / / ✓ / - - O �GV /�\\\v\�O/�'/'/// /' /�/i/% ce �/i/`//( '/ Eip:'� /�// / l /`71 /� °•'P�A9/L / ///• 10/1.8 /200/0GALLON �� ,//y' ♦ fa /aJs _ /�/ %0 /� � �92.16 SEP�Q TANK '/NRB 5 SOIL C.O. ---- r w / TEST 1C.O. 6 101.2 `�r� r• `r ` _ 103.8 A 99.2 / , \=___�_�✓.i a /- ..._ A / // \\\ r01 98.5 \ y 102.0HD 4a° / 97.V'/�^,�,► _r g _ \�\ ��!cQ/J 1 I 102 a/10It w 0 98.6 92.35 V, BVW 6 I / / \ / ! \ / ` 104.2 � O �w r `, Res ; (� /, i I / / / • 1oo.a \/ / �' ` ` '// Lr74 y / l / /\ / / ✓ p LIMIT OF \ » • - -1Q1.2 N / //,�/i/// �/�/''//�/f'/ ��///'i,/��\./"/� /' /! y/f I! //''! / ; /\/ \ // /////' °\ "\\\ • 5' OVERD'IGJj `^ ri I c _J /•/ 1 104/ 9YWELLBVW 7 loan os.o w Ir LOT I Aori VENT1Ds.5/ 100.a =► `97. 04.9 r106.0 S. F. It 105.5 t� i � 105.5 \ t .8 \ /� \ ! �' /' / ! • ,03.4 , /[ p` // ; '' 1 1.15 AC. ! / > 93.20 /� 9'7.6 \ / / / \ //N�, / ! /i j IE -L L �l V lJ ' SO'L / \\ • 100 BVW 8 /'i /� \ • 99.8 6 �, ! / //V� / ! (i i , G� 1" I 1 1 i i' 1 / 02.2 " •3 i ' ' ✓ t 2000 GALLON 4 `L i TEST 3 f 9 / % / 0 o / / \ �i t {/� /v .100.2 I Nl I SEPTIC TgNK w �� R. �l J / j ¢I` i 1 5.2 a r 104.9 UPLAND 59, 475--�,S'f - 1. 3� AC. � / % \ '° \1 �/ ,rr// '� ! ryN 1 C C.D. ` '105 �/ %'62.0 /' � 'FND / \ / ; I 8.1 / ! (wi ry D. k3OX i0 .4 x105 / 103.3 _ { 100.6 / WETLAND - 4,989,_- S.F. ; 0 11 \f AC. , , ' / / �� / i �I / f c.o. 102 262 TOTAL - 64, 464 S. F. -/ 1.48 � AC / hP, /�^^�c / 1 , / ,D2. / \ ! I i .103.1 r / / / LIMIT OF / ��, I, i; / / -! r / j \ 104.4 �,. ♦// �'_ SOIL /' � i /' I" TEST 4 ,��;' 70014,/ ,% o� D, 80 // \ ! i �i e / ♦l` // 0 � �rQ) f / /, �) a / /, 66. rn 99.3 \ ! I 0 105 9 \ ✓ / / 100.8 v f'Jl \ ♦\: r 03.7 !. LI F_11.00.-' /1 \ \ 102 40 w ♦ 11 �i`-1.10 / / I / \ \` , / \ \ ♦ x 102,2 ' / vC A�; OG I VENT\ 101.6 102- / • / / O _ I1I • 100.7 0 .5 99.8 \ 01. / .96.6 \ 100.5 101.5/ 1 DEAN C. �c CAT A. FRA SER p / , I �' ` ter°' �� - ' ,I ' • 101. BK. 10205 PG. 140 �� ,o'. 1 . .2 �� -�1 �' ,�'1 n' /�.,� , / N � o � / .- � � / C�� , _ ',� _ - -- \` 1�, \,0�9 6 ; '' �,�'� � �\ LEGEND: I RICHARD W!' �) i(98�!/ \\ 2 �\ BNI ' ai EXISTING SPOT URE - 1 - x0.0 GA/1 LJI ! � CSG � >� \\V • �/-� � '"!sy� 'O� EXISTING CONTOUR �•----00---- _ 0 llvJJ \/ FINAL SPOT ELEVATION / /p [� [ �` (A ^ e91 1 R. B• FINAL CONTOUR 0 B LAV /� l A. %I OL MC J R 3� 1, • :98.7 �'� .97.5 ��` , ••� -� _ O o t'1 � � ' \ (�',//9�,�/�4 � 98.7 SOIL TEST LOCATIONTP � / . lazm' IIJJ ��/ Bl1' 14047 PG. 304 �,� �'V ,,� �� 33 >> / �� (FND> UTLITY POLE <N TOWN WATER-Wr-�--w CATCH BASIN GAS LINE G JUDI TH A. DlL ORENZO CESSPOOL UP CLEANOUT CIO. RK1101,? Pr. TOR �'� (F -ND) I I . . I _N._ `9-pO I i LNG: �Q... �� f RCPFF/v y�� e A° RourE' 28 PROPOSED SEPTIC DESIGN FOR I DUBLIN CONSTRUCTION LOC. LOT 29 TOUN BROOK RD. 17EST YARMOUTH, . PASS. ST==R EXCHM hV 508- 235 GP. 0 BOX 713 ROAD! 398-3922 SOUTH DENNIS MASS. 02660 DATE JAN. 30, 2004 SCALE 1 20' JOB N0. 58551-02 REVISED 771 LOCATION MAP REwsED SHEET 0 C.• X56 PROJ5851-00 dwg5851-SAS.DWG 02004 SWEETSER ENGINEERING APPROVED: BOARD OF HEALTH 2 DUMAS No g1�Q�� DATE AGENT NOTES: (11X68)t(77X2X18/12) / l - ' - .M'� f f• 1.. ALL WORKMANSHIP AND MATERIALS SHALL !CONFORM TO D.E.P. LEACHING CAPACITY (AREA X RATE) ��$�1$ GAL./DAYTO WN BROOK 29 )/ NO WATER ENCOUNTERED AT __ 120_ ELEV. _ __ 94.7 NO WATER ENCOUNTERED AT 120• ELEV. _ _9285 TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR / / \ f THE SUBSURFACE DISPOSAL OF SEWAGE. I . 931.33 X 0.74 / g \ j j i ' f' 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT Ifo RESERVE LEACHING CAPACITY $$810 GAL. AY ^ / #, jj / ( I BANK! �i ) / - _ 96.17 „ (J / ' : WITHIN 6" OF FINISHED GRADE. �}/�/ I - -J ,){ �. _ 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF /"leS9t`S� BVW 1 r:WTHSTANDfNG H-10 LOADING UNLESS THEY ARE UNDER OR \ \ ( CBD f 1 mow: • USED UONDERRIORSWIITHINA OK FT. OFEDRIVES OR PARKING AREA THIN B 2 / 1 -10 FT. OR BE �/ /� QJ� A / /%[� /� /� �•// 2.14//: / /SBD (�. '} ' f 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL /'1 / 11V/ OV 1 ! / /V A 1 FL OWER //RB 2 / / / \ ^ J (FN li I / �/ k. BE MORTARED IN PLACE. i ////, / / // y / 68 j �� l ( > - d/ _ S. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE W17H TTTT"'' .�..� H•p.iaw. •/}�� /j/ / / �/ 4 J rovc axwv (FND� ,j� \I /r, DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO PL ACE // / �„ j / / / / / / - / r atrAmw- /at INA �1' OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. / 93.82 / - - �. +. 02.5 ' - X104.6 (A.arow2) 4.0 11 --aa ll/ 6. UTILITIES SHOWN ARE APPROXIMATE ONLY,: EXCAVATION CONTRACTOR /� 14814 q q \ A r PRIOR TOL COMMENCING WORK ON SITE. BC\ . / 4 Q / 4 PG 281 A'%' /J /B\M 2 // / / /1@2.1f (• / f / IS TO -SAFE" AT 1-688-344-7233 AT LEAST 72 OURS 31.93 ,/ / / / 1 / / 102,-, / ! / �!/ 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS NAS WELL AS O / / B 3/ J/ // / / 6.36• j y�6 / /� 103.' '\ J 1 S �% o f T� •6�% SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION /// i / / / / / / / l / ` / /�{�/yJ//•�j� IS TO BE BROUGHT TO THE ATTENTION OF ;THE DESIGN' ENGINEER /// i /�/ �9 / / / - / �. C.O. i / ` 1 5 7 `'� . ' �! I/ V IMMEDIATELY. . I : I - /// / 11L_._... .._1=._.- �)._: / ._� JL - PA E 1 IN- A9EL.10.0).'iB, & C I , �'�1 - / 9Lg'/ / i / i -- .. _•-__-..__. -- - -8 RCL S FLOODZONES---- _ _-.:.._ / �� ' / ' ' ' ' / \ _ _ ` i �- �O ' 10. EXISTING DWELLING, SHED, SEPTICS, AND UTILITIES ARE EL / RB /✓/ / , 101.1:7 .101.7 �- _ - 9. LOT IS SHOWN ON ASSESSORS MAP AS PAR _ } TO BE REMOVED. `` ) A UNSUfTABLE MATERIAL SHALL BE REMOVED FROM 'UNDER AND FOR /// • 90.3 4.6 / 0�/ 6a'� 102.6 � � .� / � r 11. ALL0 6�, 100 {Ga / \ • i / / 1 1.8 _ J MINIMUM OF 5 AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED SOIL \ 101.1 / / TEST 2 ��► r/�V WITH SAND AS SPE CIRED 1N 310 CMR 15.255:(3). // i I/ / / ✓ / - - O �GV /�\\\v\�O/�'/'/// /' /�/i/% ce �/i/`//( '/ Eip:'� /�// / l /`71 /� °•'P�A9/L / ///• 10/1.8 /200/0GALLON �� ,//y' ♦ fa /aJs _ /�/ %0 /� � �92.16 SEP�Q TANK '/NRB 5 SOIL C.O. ---- r w / TEST 1C.O. 6 101.2 `�r� r• `r ` _ 103.8 A 99.2 / , \=___�_�✓.i a /- ..._ A / // \\\ r01 98.5 \ y 102.0HD 4a° / 97.V'/�^,�,► _r g _ \�\ ��!cQ/J 1 I 102 a/10It w 0 98.6 92.35 V, BVW 6 I / / \ / ! \ / ` 104.2 � O �w r `, Res ; (� /, i I / / / • 1oo.a \/ / �' ` ` '// Lr74 y / l / /\ / / ✓ p LIMIT OF \ » • - -1Q1.2 N / //,�/i/// �/�/''//�/f'/ ��///'i,/��\./"/� /' /! y/f I! //''! / ; /\/ \ // /////' °\ "\\\ • 5' OVERD'IGJj `^ ri I c _J /•/ 1 104/ 9YWELLBVW 7 loan os.o w Ir LOT I Aori VENT1Ds.5/ 100.a =► `97. 04.9 r106.0 S. F. It 105.5 t� i � 105.5 \ t .8 \ /� \ ! �' /' / ! • ,03.4 , /[ p` // ; '' 1 1.15 AC. ! / > 93.20 /� 9'7.6 \ / / / \ //N�, / ! /i j IE -L L �l V lJ ' SO'L / \\ • 100 BVW 8 /'i /� \ • 99.8 6 �, ! / //V� / ! (i i , G� 1" I 1 1 i i' 1 / 02.2 " •3 i ' ' ✓ t 2000 GALLON 4 `L i TEST 3 f 9 / % / 0 o / / \ �i t {/� /v .100.2 I Nl I SEPTIC TgNK w �� R. �l J / j ¢I` i 1 5.2 a r 104.9 UPLAND 59, 475--�,S'f - 1. 3� AC. � / % \ '° \1 �/ ,rr// '� ! ryN 1 C C.D. ` '105 �/ %'62.0 /' � 'FND / \ / ; I 8.1 / ! (wi ry D. k3OX i0 .4 x105 / 103.3 _ { 100.6 / WETLAND - 4,989,_- S.F. ; 0 11 \f AC. , , ' / / �� / i �I / f c.o. 102 262 TOTAL - 64, 464 S. F. -/ 1.48 � AC / hP, /�^^�c / 1 , / ,D2. / \ ! I i .103.1 r / / / LIMIT OF / ��, I, i; / / -! r / j \ 104.4 �,. ♦// �'_ SOIL /' � i /' I" TEST 4 ,��;' 70014,/ ,% o� D, 80 // \ ! i �i e / ♦l` // 0 � �rQ) f / /, �) a / /, 66. rn 99.3 \ ! I 0 105 9 \ ✓ / / 100.8 v f'Jl \ ♦\: r 03.7 !. LI F_11.00.-' /1 \ \ 102 40 w ♦ 11 �i`-1.10 / / I / \ \` , / \ \ ♦ x 102,2 ' / vC A�; OG I VENT\ 101.6 102- / • / / O _ I1I • 100.7 0 .5 99.8 \ 01. / .96.6 \ 100.5 101.5/ 1 DEAN C. �c CAT A. FRA SER p / , I �' ` ter°' �� - ' ,I ' • 101. BK. 10205 PG. 140 �� ,o'. 1 . .2 �� -�1 �' ,�'1 n' /�.,� , / N � o � / .- � � / C�� , _ ',� _ - -- \` 1�, \,0�9 6 ; '' �,�'� � �\ LEGEND: I RICHARD W!' �) i(98�!/ \\ 2 �\ BNI ' ai EXISTING SPOT URE - 1 - x0.0 GA/1 LJI ! � CSG � >� \\V • �/-� � '"!sy� 'O� EXISTING CONTOUR �•----00---- _ 0 llvJJ \/ FINAL SPOT ELEVATION / /p [� [ �` (A ^ e91 1 R. B• FINAL CONTOUR 0 B LAV /� l A. %I OL MC J R 3� 1, • :98.7 �'� .97.5 ��` , ••� -� _ O o t'1 � � ' \ (�',//9�,�/�4 � 98.7 SOIL TEST LOCATIONTP � / . lazm' IIJJ ��/ Bl1' 14047 PG. 304 �,� �'V ,,� �� 33 >> / �� (FND> UTLITY POLE <N TOWN WATER-Wr-�--w CATCH BASIN GAS LINE G JUDI TH A. DlL ORENZO CESSPOOL UP CLEANOUT CIO. RK1101,? Pr. TOR �'� (F -ND) I I . . I