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Home My WebLink About61 Town Brook Road - Septic Design 2rviuv. ni�.n yo ren ri. HORIZ TEXTURE SOIL TEST TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR 0-13 A 2" LAYER OF DATE CF SOIL TEST Q -E EMBER -2,-2003_ 103.00 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE 13-30 B LOAMY SAND SOIL TEST OOY'E BY SWESER_ENGINEERING ELEV. ----- ROOTS 1/8" TO 1/2" C CLEAN SAND 2.5Y8/3 TNESSED B ��ETH-E3T-�__ 6FEET 7 FEET 241NCHES 29 INCHES MA •, M CONCRETE COVERS 4 SCHEDULE 40 PVC PIPE .- - 00.60 MAX. INSPECTION PORT 'C v -LOAM AND SEED O?S 'VATiO"'! F'01 E PERCOLATION RATE -S_2- ELEV.= 100.70 OSS gVA11Oy HOLE � ELEV.=^101-65 M-N./INCH AT _ 57�' INCHES PERCOLATION RATE --5-2- MIN./NCH 1N C HORIZON DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-13 A 2" LAYER OF - NO ROOTS 13-30 B LOAMY SAND 10YR5/6 IF MORE THAN ONE OUTLET ROOTS 1/8" TO 1/2" C COARSE SAND 2.5Y8/3 DATE JAN.30, 2004 6FEET 7 FEET 241NCHES 29 INCHES MA •, M SEPTIC TANK 00.60 MAX. - ; WASHED STONE - - WELL N A , ZONE 3.57 4• CAST IRON PIPE 34 INCHES 3/4• TO 1 1/2" CLEAN SYSTEM SAS REVISED 98.35 VIN. .VENT REQUIRED - (OR EQUAL) MINIMUM _J� � DESIGN PERCOLATION RATE EFFLUENT LOADING RATE ADJUST y PERCOLATION RATE -.!5--2- MIN./INCH AT NO INCHES - 931.33 SO. FT. LEACHING AREA PITCH 1/4 PER FT. Sz FLOW LINE 97.80 ° ELEV. = 99.3 -TM N. °° °10' ELEV. 22 _ _98.40_ LEVEL _ _ ° _$8.�5_ GAS ELEV. 97.27 6' SUMP ELEV. - 97.10 _--' ------ - - ° ELEV. _ _98.27_ BAFFLE ' BAFFLE o o e ° e ° ° o ° o ° o O o°8•e FE DISTRIBUTION LIQUID OUTLET ELEV. a v �Z1Q_ BOX 10 HIGH CAPACITY INFILTRATORS WITH - DEPTH .TEE. -.:... im Or o. even na nou eeee% - STONE IN AN - DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-13 A LOAMY SAND 10YR5/3 NO ROOTS 13-30 B LOAMY SAND 10YR5/6 IF MORE THAN ONE OUTLET ROOTS 30-120 C COARSE SAND 2.5Y8/3 DATE JAN.30, 2004 6FEET 7 FEET DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-8 A LOAMY SAND t0YR5/3 NO ROOTS 8-26 B LOAMY SAND 10YR5/6 IF MORE THAN ONE OUTLET ROOTS 26-120 C COARSE SAND 2.SY8/3 DATE JAN.30, 2004 6FEET 7 FEET DEPTH 4 FEET 14 INCHES COLOR ., �� , �.,.,�.... 11,.,.1 � TO BE WATER TESTED , . 11 X 86 X 18 TRENCH FDRMATON �[07 WATER ELEV. a 10YR5/2 NO ROOTS 5 FEET 19 INCHES LOAMY SAND ZOOO GALLON IF MORE THAN ONE OUTLET ROOTS I DESIGN' - CALCULATIONS - NO WATER ENCOUNTERED AT _-]20' ELEV. _ __90JD NO WATER, ENCOUNTERED AT __ 120" ELEV. = 97.65 , DATE JAN.30, 2004 6FEET 7 FEET 241NCHES 29 INCHES GARBAGE DISPOSAL UNIT SEPTIC TANK (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION TOTAL ESTIMATED FLOW WELL N A , ZONE 8 FEET 34 INCHES 3/4• TO 1 1/2" CLEAN SYSTEM SAS REVISED {NDEX 001SMVA1101 HVX 3 ELEV.= 104.70 03SMVXnO4 HOLE 4 ELEV.=_, --- SOIL CLASSIFICATION _J� DOUBLE WASHED STONE DESIGN PERCOLATION RATE EFFLUENT LOADING RATE ADJUST y PERCOLATION RATE -.!5--2- MIN./INCH AT NO INCHES PERCOLATION RATE <-2- MIN./INCH IN C HORIZON DEPTH HOR',Z TEXTURE COLOR MOTT. USGS PROBABLE TABLE 0-7 SEWAGE DISPOSAL SYSTEM PROFILE WATER ELEV. a 10YR5/2 NO ROOTS OBSERVED WATER TABLE ELEV. _ _ B LOAMY SAND NOT TO SCALE BOTTOM OF TEST HOLE ELEV. _ $DlD-, ROOTS I DESIGN' - CALCULATIONS C COARSE SAND NUMBER OF BEDROOMS DATE JAN.30, 2004 SCALE 1 ,> = 20> GARBAGE DISPOSAL UNIT COARSE SAND REVISED TOTAL ESTIMATED FLOW ( 110 CAL/BR./DAY X 8 BR.) j�D- GAL./DAY REQUIRED SEPTIC TANK CAPACITY -1329- GAL REVISED SHEET 1 :07F71::] ACTUAL SIZE OF SEPTIC TANK 2000 CAL. SOIL CLASSIFICATION _J� / /// V' 1 n L. DESIGN PERCOLATION RATE EFFLUENT LOADING RATE MIN./IN. -D,74_ GAL./DAY/S.F. 1-1 J1 F �D/ 931.33 SO. FT. LEACHING AREA DEPTH HOR',Z TEXTURE COLOR MOTT. OTHER 0-7 A LOAMY SAND 10YR5/2 NO ROOTS 7-32 B LOAMY SAND 10YR6/6 ROOTS 32-120 C COARSE SAND 2.5Y7/2 DATE JAN.30, 2004 SCALE 1 ,> = 20> DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-6 A LOAMY SAND 10YR5/2 NO ROOTS 6-30 8 LOAMY SAND 10YR6/6 ROOTS 30-120 C MEDIUM/ 2.5Y7/2 DATE JAN.30, 2004 SCALE 1 ,> = 20> COARSE SAND REVISED JOB N0. 5851-02 -T }SB}PROJ}5851-00}dwg}5851-SASOW^, b2004 SWEETSER ENGINEERING APPROWED: 60ARD CIF- i-IEALTH :, 2�0�4 DATE AGEN NOTES; 1: ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. LEACHING CAPACITY (AREA X RATE) 18916 GAL./DAY 90. , NO WATER ENCOUNTERED AT _ 120" ELEV. _ _9.4J9 NO WATER ENCOUNTERED AT 120- ELEV. _ _92 8.5 (= `' c X •` { TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR 931.33 X 0.74 / c THE SUBSURFACE DISPOSAL OF SEWAGE. RESERVE LEACHING CAPACITY MI $- GAL./DAY �• f 2 / ,' 8 lr a 1 � ,' 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO / J •' ` WITHIN 6" OF FINISHED GRADE. �/� , 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN / 1� D/ / �/ 10 FL OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE C USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. / 101.6°�4��+t 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL YARMOUTH MA YFL OWER ' 89.7/ l / // f CBDH R! *LINO.4:c„*+ BE MORTARED 1N PLACE // ND VA/�� / t � � .-� i � \._ 5. NO DETERMINATION HAS BEEN MADE A.S TO COMPLIANCE NaTH /// / , tzr+ eau //FPD ,jJ% s! �� DEEDED OR ZONING REGULATIONS. OWNER /APPLICANT IS TO PLACE II // / / J%' a"A7)O'- 104$X 1 _ "` YA � OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. ,/ 02.5 X104.6,/ (Ammm) _ ' 4'p - ��///,}�`�''' Iu (°-"N'''+s y 6.UTiLITiES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR SK 14814 PG. 287 ,� / / / / •/182.1T T / Y,(� T 3. 6In IS TO CALL "DIG -SAFE' AT 1-888-344-7233 AT LEAST 72 HOURS . - // //.� / / / ' ,/: /,./ ;.. .. _ P p,.. � b PRIOR TO COMMENCING WORK ON SITE. �, / / / / 102 / 1 X [l J / `If /\' k- rclsi£p� 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS / , / 1 • 102 6" - 103.6 Y HILT. c 811• f + \ J /� ° �� +�/ r�S4yt7►RtnP SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION CO 0 i` ` 1 / J ) �`_ GI//J Io//�/� IS TO 8 BROUGHT 70 THE ATTENTION OF THEDESIGN ENGINEER ' - r \ l] ' 3 4 J' ! P , VVV� .E B.IMMEDIATELYI N A9(EL70.0 , 8, C �J 2O CEL S N FLOOD ZONES ----- 0.9) 101.9 �``• 10,.7 ""- �`` � • 1 � //I/ 9. LOT IS SHOWN ON ASSESSORS 61AP 4� XIV / --- AS PARCEL �Q� J 10. EXISTNG DWELLING, SHED, SEPTICS, AND UTILITIES ARE TO BE RCN'OVE0. O 9D3 / // 901 01' ��\ • 102.6 -�`� / ` - 53 11. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR O - A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED tpt. SOIL �`�`v " WITH SAND AS SPECIFIED IN 310 CMR 15.255:(3). ;. 101.TEST 2 + �±. / .1 �. � - / // /' 101.8 2000' GALLON �� // ' 101.0 Ii �- y +r 102.3 � 1 SEFTIC TANK SOIL / C.O. --- / I ► r ORr 103.5 / 1 � / \ \ r T _ (� TES 1 to1.2 !\ / C.o. �a� 1 .« -/, _ -------=- y/ • 101.6 • /--k�a.� i / `�� \ �a r ` _- 103.8 /// P QO V///// ':'� // J 1 °?pN / .99.2 rT' _ o `4ti /l '"�/ • \\ 101.\ �,,r I " "/�` \ ie O ' \ / / 97.3 « , 98.5 , 102.0✓ r�,`///i V: > // i/ I l / " j oma° g / +/100 j K7�. 1 / 102 / / / 00.6 / _� -- / 1. . 98.6 to 04.2 100.6 • W.0 O) r`7102.` IV ':` IV " `101.2LIMIT of 90., 104 \ /,x / , `ter- / v ff bo . �i////�//' , :.. �( • V i I I I )I I \• ,/ / •\\\ L . /,� // /. / I ; J J VENT .�., 100.a 105.510� / / \ 1 \ N - ��► /1043 s7. LOT ./�/�1/•-� / \ / ► ,/ x,0610 7.58 S. Ot wn 105.5 " ''� • S'7.6 /' \\ i; I ! 1,03.4 } l 1. 15 AC. �. J ' 9 9.6 1\�1 J I Qyrr} i �G ,' ESL , 1 t0 T 3 02.2/ l . I; 2000 LON ST YR. Dql . SEPTIC }ANK 5.2 104.9 I J / ,. ', UPLAND - 59,475 S. F. - 1. AC. / , 1 i C.O. ` los / % i' ('FN0 r - 4/ - \ f // : / 98.1 I i '7 0. box } * 105 // ! 103.3 T02.o \ 100.6 WETLAND 4, 98... � S. F.. 0. 11 � A C. , � � �� l , .4 , 26 1 TO TAL - 64, 8 4 f S. F. - 1.48 A C. I ! 1 C.O. 102 • to3a /- 102. [� �, t 1 ' ,� \v..103.1 ('� .J P / LIMIT OF y i / r \ .104.4 �r SOIL r {� �yv�J / / a 5' OVERDIG / , 40. i / , / . r TEST 4 tio°�ti-10i 103. °10 4 Dx80 $O 3. J } vX,86 99.3 9 i \ 4co "C7 \ `. 103.7 V / 2 A�^ % nn \ �� 11.00' i \ .102 o°°°�O w `, 10 10 1 • 103.4 � %' / \ • 1021.2 \ VENT \ % i j/ \ �\ 98.9 \ �- • o �' 101.6 / O 100 � Ile/ 100.7 // •� ��o�J) .99.8 \\\ ' 1 I, • 0 .5 01. /// ��•'� • 98.6.. \\ 100.5 ,. 101.5 // %�•�, 0>L DEAN C. & CA THY A. ERASER /�/ ,DD.D. 9.2 ``�,� o ,. I � g ,DD `, 101. � 3 BK. 10205 PG. 740 j �\ `, `�9� ,Be /V °-\ 9��_ '��--�� 't �, LEGEND: RI HARD GA RBl T T c$c O \ S a ° ' � ` �\ ^ a /� EXISTING SPOT ELEVATION x0.0 O� °8) V �sq J * 4 O EXISTING CONTOUR----OO---- v n '� 1�w• v7 // �/ [� FINAL SPOT ELEVATION 00.0 (y/ �/ �` 33)7 98.7 /'( • �� _ ° �/�� _� 93 S.4 /� I.R.O. FINAL CONTOUR AO T, LA U� l A. !% OLM�J !�\ �v, 0 , a v� UTILITY POLE / 97.5 98.7 SOIL TEST LOCATION 8K. 14047 PG. 504 ,(� 1\ \ .�. � �� 33 � 1 \ � � ,�i�i +` � � (F -ND) TOWN WATER WWW \ \ ` I /I i /i}\e; Q \ CATCH BASIN (c3N (/ x,16 v' GAS UNE G O `� JUDI TH A. DlL ORENZO ° f CB. _ _ ;/' Q �'� CESSPOOL CP JY! - - �° O CLEANOUT R!� 11012 Pr. 30R '� (PND) -� o, t x97.9 � e� �� -N- o - s�9ol i we p� F �0 Rc�EFy �Q ,p ROU7F 28 PROPOSED SEPTIC DESIGII FOR DUBLIN CONSTRUCTION LOC. IAT 2 TOUT -BROOK RD. iv EST �YARI!OUTHMASS. 5. »�t S E70GHvT4 w v 508- 235 GP. 0. BOX 713 ROAD 398-3922 SOUTH DENNIS, MASS. 026E0 DATE JAN.30, 2004 SCALE 1 ,> = 20> REVISED JOB N0. 5851-02 -T LOCATION MAP REVISED SHEET 1 :07F71::] }SB}PROJ}5851-00}dwg}5851-SASOW^, b2004 SWEETSER ENGINEERING APPROWED: 60ARD CIF- i-IEALTH :, 2�0�4 DATE AGEN NOTES; 1: ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. LEACHING CAPACITY (AREA X RATE) 18916 GAL./DAY 90. , NO WATER ENCOUNTERED AT _ 120" ELEV. _ _9.4J9 NO WATER ENCOUNTERED AT 120- ELEV. _ _92 8.5 (= `' c X •` { TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR 931.33 X 0.74 / c THE SUBSURFACE DISPOSAL OF SEWAGE. RESERVE LEACHING CAPACITY MI $- GAL./DAY �• f 2 / ,' 8 lr a 1 � ,' 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO / J •' ` WITHIN 6" OF FINISHED GRADE. �/� , 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN / 1� D/ / �/ 10 FL OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE C USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. / 101.6°�4��+t 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL YARMOUTH MA YFL OWER ' 89.7/ l / // f CBDH R! *LINO.4:c„*+ BE MORTARED 1N PLACE // ND VA/�� / t � � .-� i � \._ 5. NO DETERMINATION HAS BEEN MADE A.S TO COMPLIANCE NaTH /// / , tzr+ eau //FPD ,jJ% s! �� DEEDED OR ZONING REGULATIONS. OWNER /APPLICANT IS TO PLACE II // / / J%' a"A7)O'- 104$X 1 _ "` YA � OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. ,/ 02.5 X104.6,/ (Ammm) _ ' 4'p - ��///,}�`�''' Iu (°-"N'''+s y 6.UTiLITiES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR SK 14814 PG. 287 ,� / / / / •/182.1T T / Y,(� T 3. 6In IS TO CALL "DIG -SAFE' AT 1-888-344-7233 AT LEAST 72 HOURS . - // //.� / / / ' ,/: /,./ ;.. .. _ P p,.. � b PRIOR TO COMMENCING WORK ON SITE. �, / / / / 102 / 1 X [l J / `If /\' k- rclsi£p� 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS / , / 1 • 102 6" - 103.6 Y HILT. c 811• f + \ J /� ° �� +�/ r�S4yt7►RtnP SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION CO 0 i` ` 1 / J ) �`_ GI//J Io//�/� IS TO 8 BROUGHT 70 THE ATTENTION OF THEDESIGN ENGINEER ' - r \ l] ' 3 4 J' ! P , VVV� .E B.IMMEDIATELYI N A9(EL70.0 , 8, C �J 2O CEL S N FLOOD ZONES ----- 0.9) 101.9 �``• 10,.7 ""- �`` � • 1 � //I/ 9. LOT IS SHOWN ON ASSESSORS 61AP 4� XIV / --- AS PARCEL �Q� J 10. EXISTNG DWELLING, SHED, SEPTICS, AND UTILITIES ARE TO BE RCN'OVE0. O 9D3 / // 901 01' ��\ • 102.6 -�`� / ` - 53 11. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR O - A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED tpt. SOIL �`�`v " WITH SAND AS SPECIFIED IN 310 CMR 15.255:(3). ;. 101.TEST 2 + �±. / .1 �. � - / // /' 101.8 2000' GALLON �� // ' 101.0 Ii �- y +r 102.3 � 1 SEFTIC TANK SOIL / C.O. --- / I ► r ORr 103.5 / 1 � / \ \ r T _ (� TES 1 to1.2 !\ / C.o. �a� 1 .« -/, _ -------=- y/ • 101.6 • /--k�a.� i / `�� \ �a r ` _- 103.8 /// P QO V///// ':'� // J 1 °?pN / .99.2 rT' _ o `4ti /l '"�/ • \\ 101.\ �,,r I " "/�` \ ie O ' \ / / 97.3 « , 98.5 , 102.0✓ r�,`///i V: > // i/ I l / " j oma° g / +/100 j K7�. 1 / 102 / / / 00.6 / _� -- / 1. . 98.6 to 04.2 100.6 • W.0 O) r`7102.` IV ':` IV " `101.2LIMIT of 90., 104 \ /,x / , `ter- / v ff bo . �i////�//' , :.. �( • V i I I I )I I \• ,/ / •\\\ L . /,� // /. / I ; J J VENT .�., 100.a 105.510� / / \ 1 \ N - ��► /1043 s7. LOT ./�/�1/•-� / \ / ► ,/ x,0610 7.58 S. Ot wn 105.5 " ''� • S'7.6 /' \\ i; I ! 1,03.4 } l 1. 15 AC. �. J ' 9 9.6 1\�1 J I Qyrr} i �G ,' ESL , 1 t0 T 3 02.2/ l . I; 2000 LON ST YR. Dql . SEPTIC }ANK 5.2 104.9 I J / ,. ', UPLAND - 59,475 S. F. - 1. AC. / , 1 i C.O. ` los / % i' ('FN0 r - 4/ - \ f // : / 98.1 I i '7 0. box } * 105 // ! 103.3 T02.o \ 100.6 WETLAND 4, 98... � S. F.. 0. 11 � A C. , � � �� l , .4 , 26 1 TO TAL - 64, 8 4 f S. F. - 1.48 A C. I ! 1 C.O. 102 • to3a /- 102. [� �, t 1 ' ,� \v..103.1 ('� .J P / LIMIT OF y i / r \ .104.4 �r SOIL r {� �yv�J / / a 5' OVERDIG / , 40. i / , / . r TEST 4 tio°�ti-10i 103. °10 4 Dx80 $O 3. J } vX,86 99.3 9 i \ 4co "C7 \ `. 103.7 V / 2 A�^ % nn \ �� 11.00' i \ .102 o°°°�O w `, 10 10 1 • 103.4 � %' / \ • 1021.2 \ VENT \ % i j/ \ �\ 98.9 \ �- • o �' 101.6 / O 100 � Ile/ 100.7 // •� ��o�J) .99.8 \\\ ' 1 I, • 0 .5 01. /// ��•'� • 98.6.. \\ 100.5 ,. 101.5 // %�•�, 0>L DEAN C. & CA THY A. ERASER /�/ ,DD.D. 9.2 ``�,� o ,. I � g ,DD `, 101. � 3 BK. 10205 PG. 740 j �\ `, `�9� ,Be /V °-\ 9��_ '��--�� 't �, LEGEND: RI HARD GA RBl T T c$c O \ S a ° ' � ` �\ ^ a /� EXISTING SPOT ELEVATION x0.0 O� °8) V �sq J * 4 O EXISTING CONTOUR----OO---- v n '� 1�w• v7 // �/ [� FINAL SPOT ELEVATION 00.0 (y/ �/ �` 33)7 98.7 /'( • �� _ ° �/�� _� 93 S.4 /� I.R.O. FINAL CONTOUR AO T, LA U� l A. !% OLM�J !�\ �v, 0 , a v� UTILITY POLE / 97.5 98.7 SOIL TEST LOCATION 8K. 14047 PG. 504 ,(� 1\ \ .�. � �� 33 � 1 \ � � ,�i�i +` � � (F -ND) TOWN WATER WWW \ \ ` I /I i /i}\e; Q \ CATCH BASIN (c3N (/ x,16 v' GAS UNE G O `� JUDI TH A. DlL ORENZO ° f CB. _ _ ;/' Q �'� CESSPOOL CP JY! - - �° O CLEANOUT R!� 11012 Pr. 30R '� (PND) -� o, t x97.9