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App# 14-A061CLAPBOARD .@ 4" T.W. FRONT ELEVATION LEFT ELEVATION GREYWING DESIGN GENERAL NOTES: 1. USE "TYVEK" OR EQUIVALENT ON ROOF AND SIDEWALLS. 2. BASEMENT UTILITY WINDOWS TO PROVIDE GLAZING TO MEET STATE REGULATIONS. 3. GUTTERS AND DOWNSPOUTS TO BE PROVIDED WHERE REQUIRED. 4. PROVIDE FLASHING ABOVE ALL WINDOWS AND DOORS. 5. DOUBLE JOISTS BELOW ALL PARTITION WALLS. 6. VENT ATTIC SPACE TO MEET STATE CODE REQUIREMENTS. 7. ALL CONCRETE TO BE A MINIMUM OF 2500 PSI STRENGTH AT 30 DAYS. 8. OWNER AND CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR CONSTRUCTION AND CONFORMANCE WITH ALL STATE AND LOCAL RULES AND REGULATIONS. DATE: JUNE -4 2014 SCALE: 114"= 1=0" �r RECEIVED JUN 2 4 t 4 SORK UTH ARMTOWN OUTHI MA 1'- Aotol ELEVATIONS 131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA 02537 Q 2014 Greywing Design 508 888-0886 wwW.greywing.com (508} 888-0886 �, WP3,"e Yep PROJECT: LOT 6 WALDEN WAY, YARMOUTH STEPPED RANCH STYLE HOME 1560 SF LIVING SPACE 3 BEDROOM 2 BATH onn�o�w V a uv �.vv. DECK wMANDRAIL RIGHT ELEVATION IN ■■ 111 1�1 ONE son , ® u MEW ■N■■� _■■w■ ■�■ � 1 11 1�1 ■ it 1111111,11111,:C1:;:;'l.III • •WN CLERKI 111111111�11J111111�1111111�11 " .....■MM n��■�u■ ■ ■ - WHITE CEDAR LOCATION OF STEPS �_ PT DECK WITH HANDRAIL BASEMENT BULKHEAD SHINGLES @ 5114- T.W. MAY VARY AND STEPS TO GRADE ACCESS REAR ELEVATION GREYIIVING DESIGN DATE: SCALE: 131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA 02537 ELEVATIONS JUNE 4 2014 PROJECT: LOT 6 WALDEN WAY, YARMOUTH 114" = V-0" STEPPED RANCH STYLE HOME 1560 SF LIVING SPACE www.greywing.com (508) 888-0886 @ 2014 Greywing Design 508 888-0886 3 BEDROOM 2 BATH AlC&M msened. No mplm may ee made by any m 41oA My ,wnnen Wftlon. PROJECT NO: G140328 SHEET: A20F 51 TEST 20 FT. M'fIMUM FROM CELLAR OR CRAWL SPACE DATE ES SOILTEST.RAY SF 2005 Of FOUNDATION 10 FT. MINIMUM FROM SLAB SOIL TEST DONE BY SWEETSER ENGINEERING FOUNDATION 10. FT. MINIMUM CLEAN SAND WITNESSED By A. VON HONE - .:. u CONCRETE INSPECTION PORI. OBSERVATION HOLE � ELEV.= COVERS 4' SCHEDULE 40 PVC PIPE LOAM AND SEED_ 103.1 MIN. PITCH i/8" PER FT. 2' LAYER OF 1/8 TO 1/2' WASHED STONE OR MAX" 0433 FILTER FABRIC 4' CAST IRON PIPE 6" A 10208 OT 6 T MA AX. REQUIRED 300 (OR EQUAL) MINIMUM _ z PITCH 1/4" PER FT. LEVELERS TEE FLOW LME 101.33 6 DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-7' A LOAMY SAND IOYR7/1 NO X 7-31."- 31-84* 84-96' 96-120' B C1 C2 C3 C4 LOAMY SAND MEDIUM SAND SILT LOAM MEDIUM SAND SILT LOAM 10YR7/4 2.5Y8/1 2.5Y7/1 2.5Y8/1 IF MORE THAN ONE OUTLET BASE) SOIL ABSORPTION _ _- 120-144" ELEV. 10200_ MIN. 2'0- -T .0. o o T, ot� o NO WATER ENCOUNTERED AT 144" ELEV. _ 91.1 LEV. = 101.25_ LEVEL o u o ELEV. = 100.00 ELEV. = 101.50 GAS ELEV. = 10100 6' SUMP ELEV. = 100_83 s OBSERVATION HOLE Z ELEV.= 103.0 BAFFLE ELEV = < 2 MIN./INCH AT 69-_ INCHES DISTRIBUTION PERCOLATION RATE LEGEND: EXISTING SPOT ELEVATION 00x0 EXISTING CONTOUR----00---- FINAL SPOT ELEVATION 00.0 FINAL CONTOUR 00 SOIL TEST LOCATION UTILITY POLE -0- TOWN WATER -W CATCH BASIN k®i GAS UNE CLEAN OUT C� CESSPOOL C.P.0 DEPTH . BOX 10.4,5 4 HIGH CAPACITY INFILTRATORS Win STONE IN AN z MOTT. OTHER LIQUID OUTLET �- (TO BE PLACED ON1F,IRM BASE) TO BE WATER TESTED III X 36'X 100 TRENCH FORMATION � X 8 29" 4 FEET 5 FEET 14 INCHES 19 INCHES 1 500 GALLON IF MORE THAN ONE OUTLET BASE) SOIL ABSORPTION 29-72* WELL NIA 6 FEET 24 INCHES DESIGN CALCULATIONS3 (TO BE PLACED ON FIRM 72-78" C2 ZONE 7 FEET 8 FEET 29 INCHES 34 INCHES T7 T V SEP 11C TANK - 3/4' TO 1 1/2" CLEAN SYSTM (SAS) 78-108` INDEX MEDIUM SAND - HORIZ DOUBLE WASHED STONE ` SILT LOAM ADJUST 103.3 REQUIRED SEPTIC TANK CAPACITY X44- GAL. - - FREE OF FINES do SILT 0-4" 0/A LOAMY SAND 10YR5 2 NO ROOTS 103.0 USGS PROBABLE WATER TABLE ELEV. _ LEGEND: EXISTING SPOT ELEVATION 00x0 EXISTING CONTOUR----00---- FINAL SPOT ELEVATION 00.0 FINAL CONTOUR 00 SOIL TEST LOCATION UTILITY POLE -0- TOWN WATER -W CATCH BASIN k®i GAS UNE CLEAN OUT C� CESSPOOL C.P.0 DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-8' A LOAMY SAND 10YR7 1 NO ROOTS 8 29" B LOAMY SAND 10YR7 4 ROOTS 29-72* C1 MEDIUM SAND 2.5Y8/1 DESIGN CALCULATIONS3 OBSERVATION HOLE 3 ELEV 72-78" C2 SILT LOAM 2.5Y7/1 PERCOLATION RATE < 2 MIN./INCH AT 66 2.5Y8/1 78-108` C3 MEDIUM SAND - HORIZ 108-120' C4 SILT LOAM 103.3 SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( / / ) ELEV. = NO WATER ENCOUNTERED AT 120 ELEV. NOT TO SCALE BOTTOM OF TEST HOLE ELEV. _ NO WATER ENCOUNTERED AT ?20_ ELEV. = 93.6 1 1 98 - 105.43 -- 1 4. ;�' I 107.88rj � � ,! 21„ � - 000 o 1 �.o` i �� 95.31 ; - x 105.36 J M- --� 'A>15 2 5 - SNA A R �S� 60.09J 1\ x 5.0 �v � c9 ` 102.03 (9 1 , % o ,11 11`,`; SeppO Cq X , �N X 101.65-0� ,�\�\!;'t nlq�ti V 11` 5�� Nk � \\ 5 1.01 �� x 104.3347 10 '104. 7 1 J �x 1©3.4x1 0 1 x .01 ,8- ��f ���0-)- 1/ x 1 1 3 w » X 105.65 1 23 _ 1 3 �! x 8. 1 1 S47 9 x 105.E x 6 g1 _` 3 - , 333 v . 1 -7 o , � rt 98.08 o� � d, � �x 102 �13 - 9 I . -may 1.00. 39 x '3. ov1 1 It zo I ` J ` r NIt � 47 C 'N x 100.82 ; 10-.36 or x 100.60' ,1 x 8 Tl . NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND .THE TOWN'S RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO 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 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED IN PLACE. 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 6. UTIUTIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR 1S TO CALL 'DIG -SAFE' AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE. 7. 'CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. C 8, PARCEL IS 1N FLOOD' ZONE 9. LOT IS SHOWN ON ASSESSORS MAP 14-3 AS PARCEL 88_2 RECEIt•E® JUN 247;ii SpLrrH YRMoU-rH. MA YARMOUTH, MASS. Loc a �s low �P S I i PROPOSED SEPTIC DESIGN FOR DUBLIN CONSTRUCTION PROJECT LOCATION LOT 6 18 17ALDEN WAYI, YARMOUTH 203 SETUCKET ROAD 508- P. Q BOX 713 385-6900 SOUTH DENNIS, MASS. 02660 DATE JUNE 4 2014 SCALE 1., _ 20' REV. �. JOB NO. 5607-06 LOCATION MAP REV. SHEET' I OF 1 _ _ c•\SS\PROJ\5607-00\DWG\5607-SAS-LOT6.DWG ;0 2014 SWF6Tcc9swim"c7 SOIL TEST DATE OF SOIL TEST DECEMBER 22, 2005 SOIL TEST DONE BY SWEETSER EENGINEERING WITNESSED BY A. VON HONE DESIGN CALCULATIONS3 OBSERVATION HOLE 3 ELEV 103.3 NUMBER OF BEDROOMS GARBAGE DISPOSAL UNIT- PERCOLATION RATE < 2 MIN./INCH AT 66 INCHES " TOTAL ESTIMATED FLOW ( 110 GAL/ M/bAY X �_ BM) _ 3 4_ GAL./DAY DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 103.3 REQUIRED SEPTIC TANK CAPACITY X44- GAL. - - - . 0-4" 0/A LOAMY SAND 10YR5 2 NO ROOTS 103.0 ACTUAL SIZE OF SEPTIC TANK AL-- LAPD- GAL------ 4-28" B LOAMY SAND 10YR6/6 ROOTS _ 101.0 SOIL CLASSIFICATION DESIGN PERCOLATION RATE _ I- _ 28-720 C1 MEDIUM SAND 2.5Y8/4 - _ _ 97.3 " EFFLUENT LOADING RATE ,I�_ GAL/DAY/S.F. 72 90 C2 COARSE SANG BACK 95.8 LEACHING AREA (11X38)+(47=10/12) 474.33 SQ. FT. 90-144' C3 - SILT LOAM 91.3 LEACHING CAPACITY (AREA X RATE) -35t-QO GAL./OAY►10 WATER ENCOUNTERED AT 144" ELEV, = 91.3 474.33 X 0.74 t RESERVE LEACHING CAPACITY Ml -.00 GAL/DAY 1 OBSERVATION HOLE 4 ELEV.= HOLE 103.6 DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 103.6 0-4" O/A LOAMY SAND ----.. 10YR5/1 - ..._--- --__ _:.. 103.3 4-30w __. B LOAMY SAND 10YR6/6 L 101.1' / 30 102' C1 MEDIUM SAND 2 5Y8/4 _ 95.1 102-120" C2 SILT LOAM 93.6 NO WATER ENCOUNTERED AT ?20_ ELEV. = 93.6 1 1 98 - 105.43 -- 1 4. ;�' I 107.88rj � � ,! 21„ � - 000 o 1 �.o` i �� 95.31 ; - x 105.36 J M- --� 'A>15 2 5 - SNA A R �S� 60.09J 1\ x 5.0 �v � c9 ` 102.03 (9 1 , % o ,11 11`,`; SeppO Cq X , �N X 101.65-0� ,�\�\!;'t nlq�ti V 11` 5�� Nk � \\ 5 1.01 �� x 104.3347 10 '104. 7 1 J �x 1©3.4x1 0 1 x .01 ,8- ��f ���0-)- 1/ x 1 1 3 w » X 105.65 1 23 _ 1 3 �! x 8. 1 1 S47 9 x 105.E x 6 g1 _` 3 - , 333 v . 1 -7 o , � rt 98.08 o� � d, � �x 102 �13 - 9 I . -may 1.00. 39 x '3. ov1 1 It zo I ` J ` r NIt � 47 C 'N x 100.82 ; 10-.36 or x 100.60' ,1 x 8 Tl . NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND .THE TOWN'S RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO 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 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED IN PLACE. 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 6. UTIUTIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR 1S TO CALL 'DIG -SAFE' AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE. 7. 'CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. C 8, PARCEL IS 1N FLOOD' ZONE 9. LOT IS SHOWN ON ASSESSORS MAP 14-3 AS PARCEL 88_2 RECEIt•E® JUN 247;ii SpLrrH YRMoU-rH. MA YARMOUTH, MASS. Loc a �s low �P S I i PROPOSED SEPTIC DESIGN FOR DUBLIN CONSTRUCTION PROJECT LOCATION LOT 6 18 17ALDEN WAYI, YARMOUTH 203 SETUCKET ROAD 508- P. Q BOX 713 385-6900 SOUTH DENNIS, MASS. 02660 DATE JUNE 4 2014 SCALE 1., _ 20' REV. �. JOB NO. 5607-06 LOCATION MAP REV. SHEET' I OF 1 _ _ c•\SS\PROJ\5607-00\DWG\5607-SAS-LOT6.DWG ;0 2014 SWF6Tcc9swim"c7