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HomeMy WebLinkAboutEngineer Plan - 2021LEGEND ® CONCRETE BOUND SOIL TEx E SX C"i SOILFOP CATCH BASIN ELa12-e ln2Q'"ZIXi HYDRANT O IRON PIPE MOTTLING[ SHRUB -'�--.. SIGN X SPOT GRADES 0 BEANPOLE A GPS CONTROL POINT 8711' DECIDUOUS TREE o TREE SMALL -ao, UTILITY POLE WV WATER GATE SQUARE E ROAD LAYOUT LINE ADDITIONAL NOTES: FEET INCHES { SOL SOIL TEx E SX C"i SOILFOP am (SINEW ELa12-e ln2Q'"ZIXi HOWONI (USDA) (MUNSELL) MOTTLING[ % PERCENTAGE OF LOT COVERED BY STRUCTURES 20% MAXIMUM 1 5,156 SF / 15.3% BUILDING HEIGHT: 35' MAXIMUM 32' +/- 1 8711' E S -1 E 2 11-3r ( 8 3 LOAMY SAM :5YR 4/6 3Ev�-Tm 4 SYSTEM7 4 LOCATION l 5 6 S zz I 6 fwmq 12V c A U 2_5y 5/4 7 1Tl c FINE 51. �25Y 7/4 8- 9 D I To - E L-" 11 t2 j 12 EI! 13 E2 14 N LANSCAPE AREA NO G.W. FOUND SOIL EXAMUNATION PERFORMED BY: COURTNEY BECKWITH PLANTINGS SE 14236 EDGE OF IMPERVIOUS 04/09/2021 EXISTING BUILDING GIS DATA PARCEL LINES SITE PROPERTY LINES EXISTING CONTOUR LINES EXISTING FENCE EX -UT -GAS EXISTING VYNIL FENCE EXISTING SEPTIC (RECORD) ZONING SETBACK LINES OVERHEAD WIRES WATER LINE 4 -PVC WYE NTH _RZF0_S_E_DI CLEANOUT TO FINISF 70F EL 15.5 FIMSEGRADENV= ELIG.93 4 +G- TOP OF TANK ! _ 11.51 FEET INCHES NO SOL SOL ( TEXTURE I(WNML) � X:OLOR SOL aael(s M%13e Vnee EL:129' HOWONI (USDA) REAR YARD 20' MINIMUM Bad Ta"`� PERCENTAGE OF LOT COVERED BY STRUCTURES 20% MAXIMUM 1 5,156 SF / 15.3% BUILDING HEIGHT: 35' MAXIMUM 32' +/- 1 5-11' A ` -1 E 2 - 15-38'� e j AM ,5172 4/4, 3 4 5 6 I 7 12V c A U 2_5y 5/4 81 1C E L-" 11 t2 j 3 _13- -14- 14 NO G.W. FOUND SOIL EXAMINATION PERFORMED BY: COURTNEY BECKWITH SE 14236 04/09/2021 RISER COVER TO FINISHED GRADE(TYP) f 3' MIN. f 3' MIN. I 12 L= 6' y+ t- 46.6 S= 0.02FT/F7 I - L= 46.7' Fr, l 4" SCH 40 ®® S= 0.01 FT/FT PVC PIPE 2' l�UE7dT 14' 4" SCH 40 EL 11.36 4'0' MIN. TEE' MON# PVC. PIPE LI ID DEPTH (#) i PROPOSED TANK OUT INV. CORROSION EL 10.18 RESISTANT-� GAS BAFFLE ,I PROPOSED TANK IN * INSTALL PVC TEES IN INVERT= EL 10.43 ACCORDANCE WITH TITLE 5. SET LEVEL ON 6" CRUSHED STONE(TYP) INLET TEE, BAFFLE EXTENDING INCH ABOVE THE OUTLET INVERT ELEVATION TO: DISSIPATE THE 4' SANITARY VELOCITY OF THE INFLUENT. TEE PROPOSED 1,5010 GALLON H-20 PRECAST CONC. SEPTIC TANK PW / .-PROPOSED SOIL ABSORPTION PROPOSED SYSTEM(TYP) _7 j j� \ SYSTEM VENT I No PROPOSED \ I \ 219 PLEASANT ST INSPECTION PORT 'PARCEL 12.3 `Ly6 t�f ` MAP 51 N F 41 AUNT JANES RD \. � "+v JESSE R. 1313AN \BOOK D 2213..884 MAP 51 PARCEL 8 NANCY K. ATCHUE y .DIS NSF '���. P D STR BUTION BOX BOOK D1067227. �, %Pt`,Q� \ (H-20) LIGHT SCREEN GRAY d O y DENOTES EXISTING CONDITIONS O_ FEATURES (TYP)1.500 GALLON ?V= cAH-20 PRECAST CONC. e SEPTIC TANK fro` COVERS TO FINISH GRADE / \ / PROPOSED POOL 11.94. WALKWAY/PATIO O PROPOSED PROPOSED POOL- y`e �o- �pA / DRYWELL BY P (300 SF) >t� �,� Q /y�`G=. S Q¢OQ �// OTHERS (TYQ FIROPOSED'L IK �9B`rFp p� / �� ✓ / ��GP��o WYE WITH 7cgf / _ / `V -4 CLEANOUT aO. C ° \ N`".3 (vim 222 PLEASANT ST r Q MAP 43 PARCEL 24 N/F 43 CARRIE L N �' "H- `l\\ BASS RIVER PROPERTY LLC MAP 43 PARCEL 20 \ BOOK D684142 FREDERIC E CHURCHILLa x BOOK 28163 ,PAGE 26 *\\ / <°4h v ;�a -,I) , O p� ° 0 FpJ 228 PLEASANT ST MAP 43 PARCEL 25 N TF �lw / STRATTON C -7417 BOOK 61190343 N v �f �a STEPS AND �^� j\ PADS (TYP) r� PROPOSED 4 BEDROOM SINGLE FAMILY �• 4' Ij HOUSE \- v (SEE ARCHITECTURAL DRAWINGS 4�' t¢ FOR FOOTPRINT DIMENSIONS) OVERHANG w� `1 iC (TYP} TOF=15.5' MAP 43 . PARCEL22232 PLEASANT ST AREA: 33,758 SQ. FEET ± �� 0 MAP 43 PARCEL 26 239 PLEASANT ST O 0.775 ACRES N/F MAP 43 PARCEL 19 �� JP BARBARA B. MARSHALL N/F BOOK C217946 GORDON C. GAiRFIELD r ZONING TABLE BOOK 28846, PAGE 189 \� INSTALL RISERS TO WITHIN 6" OF FINISHED GRADE FINISHED GRADE DB INLET INV. M +/- PLAN 20 0 20 4G 60 DRAWING SCALE: 1" = 20' FINISHED GRADE 4" SCH. 40 PVC ' OUSERVATiON PORT W 36" MAX SCREW CAP TO BE -4" SCH. 40 PVC 12" MIN. BROUGHT TO L= VARIES FINISHED GRADE. S= VARIES REAR YARD LJ_"k 1/8" TO 1/2' DOUBLE WANED STONE_ I e oo„ T t, 0=OU=3q nn3U3p0 00=U303 000 0=17 2"75 2 o0O o< 0000000 E3000000 0C]===C30 0=31700❑' I 4.8Sx 8.5' LEACHING CHAMBERS 4' 4 REQ. (SEE SECTION) H-20 4' OUTLET INV. 42° EL 9.54 5' OR MORE OTTOM CHAMBER EL 7.25 INVERT ELEV. EL 9.25 H2O PRECAST CONC. DISTRIBUTION BOX AT GAS BAFFLE SYSTEM PROFILE (not to scale) E GASKET. NO GROUND WATER ENCOUNTERED AT EL 2-V SOIL ABSORPTION SYSTEM \': ,/,MICHAEL ROBERT KEEG�AN Nu. 33939 ZONING INFORMATION (R-40 /2019 ZONING MAP) REQUIRED PROPOSED FRONT YARD **30' MINIMUM 30.2' SIDE YARD 20' MINIMUM NOT APPLICABLE REAR YARD 20' MINIMUM 70.4' PERCENTAGE OF LOT COVERED BY STRUCTURES 20% MAXIMUM 1 5,156 SF / 15.3% BUILDING HEIGHT: 35' MAXIMUM 32' +/- NOTES AND SPECIFICATIONS Yarmouth Health Department APPROVED S�'r-,?=P e G�y4A ; to / Name Date DESIGN CALCULATIONS CAPACITY REQUIRED - RESIDENTIAL USE: DESIGN FLOW: 5 BEDROOMS 0 110 Gal/Doy 550 Gal/Day REQUIRED CAPACITY PROVIDED: SEPTIC TANK: DESIGN FLOW = 550 Gd/Day X 200% REQUIRED SIZE = 1100 Gal/Doy PROVIDED SIZE 1,500 Gal/bay LEACHING FACILITY: DESIGN PERCOLATION RATE: Q MPI SOL TEXTURAL CLASS: CLASS I LONG TERM ACCEPTANCE RATE (LTAR): 0.74 GPD/SF AREA REQUIRED: 550 GPD/0.74 GPD/SF = 743.24 SF SIDE AREA :2( L+W )x2 = 2(42'+12.83')x2 = 219.32 � BOTTOM AREA: L x W = 42' x 1283' = 538.86 SF TOTAL AREA: 758.18 Sof TOTAL CAPACITY: 758.18 S x 0.74 GPD/SF= 561.05 GPD (provided) SYSTEM IS NOT DESIGNED FOR A GARBAGE GRINDER 1. All risers to be watertight. 2. All 'pints to be watertight. 3. All pipes to be Schedule 40. 4. All components to have a minimum of 12" and a maximum of 36' of cover. 5. Contractor to verify all elevations and utility locations prior to construction. Any differences shall be brought to the attention of the engineer. 6. All septic system components to be marked with magnetic marking tape. 7. There are no known conflicts with Title 5, Section 15.220(4)(k) (location of public and private water supplies) 8. Unless otherwise noted, there are no known sources of water supply, streams or drains within 100' of the premises. 9. Unless otherwise. noted, there are no known wetlands within 100' of the proposed system.. 10. A Zabel Filter is to be installed at the outlet end of the septic tank. 11. The Zabel Filter is to be cleaned on an annual basis. 12. Use (4) 4.83'x8.5', 500 gallon teaching chamber by Wiggin, or approved equal 13. Use a 1,500 goilon H-20 septic tank by Wiggin, or approved equal. 14. The locus is not in a nitrogen sensitive area. 15. Components not to be backfilled or concealed without inspection by BOH and permission obtained from BOH. 16. The utility information shown on this plan has been compiled from surface evidence and record plans. Contractor to coil DIG -SAFE (811) and appropriate utility prior to all construction. 17. Contractor/Installer is required to certify system installation to the BOH. 18. Bottom of excavation to be inspected by an engineer before system installation. Compacted Earth Fill - 0 000 MIN. OF 2" OF 1/8" TO 1/2' DOUBLE WASHED STONE. 5�1 4.83'. Min.) Finish Grade 4 12' Min. 'I SECTION (not to scale) 5' 8.5' x 4.83' 500 GAL CONCRETE LEACHING CHAMBER (H-20) s 1i LOCUS MAP NOT TO SCALE NOTES I 1. OWNER OF RECORD: NANCY HUNTINGTON STAGER AND JAMES E. STAGER 2. DEED REFERENCE: - DOC 1253376 CERT: 204348 BARNSTABLE LAND COURT REGISTRY. 3. PLAN REFERENCES: - PLAN BOOK 162, PAGE 17 BARNSTABLE COUNTY REGISTRY OF DEEDS 4. HORIZONTAL DATUM IS APPROXIMATE MASSACHUSETTS MAINLAND STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983 (NAD 83), IN US SURVEY FEET. 5. VERTICAL DATUM IS APPROXIMATE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88), IN US SURVEY FEET. 6. SURVEYED DURING THE MONTH OF FEBRUARY 2021. 7. UNDERGROUND UTILITIES DEPICTED HEREON ARE BASED UPON VISIBLE, ABOVE GROUND EVIDENCE AND RECORD INFORMATION AND ARE ONLY APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR TAKING ALL NECESSARY PRECAUTIONS BEFORE BEGINNING ANY EXCAVATION. (DiGSAFE 1-888-344-7233) 8. ABUTTERS PARCELS WERE OBTAINED FROM THE MASSACHUSETTS GEOGRAPHIC INFORMATION SYSTEM. 9. THE SITE IS LOCATED IN FEMA FLOOD ZONE X500 AS SHOWN ON FIRM 2500150004C. 71H49ALtH o a 20021 bERT: OF - STUART D. CLARK CIVIL Y No" 40697 �0F © 2021 Green Seal Environmental, LLC REVISIONS DATE DESCRIPTION INIT. SEPTIC DESIGN PLOT PLAN LOCATED AT 233 PLEASANT STREET YARMOUTH, MA PREPARED FOR JAMES & NANCY STAGER dhR6NMFry ". Green Seal Environmental, LLC �? E r 114 State Road, Building B Z GREEN Sagamore Beach, MA 02562 �w n SEAL Tel: (508) 888-6034 Fax: (508) 888-1506 N� A�J'j3/ www.gseenv.com DRAWN BY: JDP DATE: 09/30/2021 CHECKED BY: SDC SCALE:1'=20' JOB# STGR-2021-0001 SHEET NO. 1 OF 1