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HomeMy WebLinkAbout83-1872 - Site & Sewage Disposal Plan002f•- 24' --1 10" 1 1-- GAS ~ 1500 GAL. SEPTIC TANK 3,7 GAS O 4.2 TEST HOLE #1 Gr° e! lting v it Q - 3 - Drive , 81- 1 ^ _ IZ o w L> -I W l Bench Mark Fine -Medium Septic @ Hydrant Tog Bolt U 1 EI 5.54 Q 1 ' Bottom: 30'x 15' x ~ I kat Q 1 with Q ne Sand 0YR7 1amy i O 4.2 TEST HOLE #1 EL, 8-.3 Q 5„ - o Organic Loamy Sand 81- A 10YR4/l Design Flow: 3 bedrooms 110 9 F Fine Sand 1 OYP.7 1 15"- Loamy and B = 66C 10YR�- _ 32' Fine -Medium Septic Sand C 1OYR7/6 7.5'- - n In Vd - EI. 0.5) 120" - Bottom: 30'x 15' x TEST HOLE #2 sf = EL, 81 1 Q ganic and with YR4/1 ne Sand 0YR7 1amy and T- 0YR/ Fine-Medium Sand OYR7/6 N' 4.1 DB -6 Dist -BOX Filter Fabric� or y f. I/8•to 1/2• ; 4' Pe�f.Insp Port w/ double washed screw cap and lawn cover stone 71 3/4't o 1112 double washed FI FV 7.55 t n a - 7 05 ......_....... ........................... 30' �sv i ELEV. 1.9 30'x 15'x 6"Deep Adj. High Gw j r SYSTEM PROFILE Not to scale 4:5 4.8 , 1 , 1 , 1 , 4. ; 4.5 f 54.3' 1 4.5 Q 25, 7.61 L House &' Deck To Be Remove (TOF a, E1.7.75) 8.2 5.4 1 0 STONE ONE FIELD OCA TION' MAP '17'.-ic" -tc, ---------- 2r__ 1 '1 1'' 1-16 Top Of Slab © El 10.1 Provide` 6.9 I g x24' mir, a ces Dd:or 48.5' E2 HOUSE Top Foundation �� OEI 11.0 Z5 Top of Floor Slab �/ ®EI 8.0 7 (Adiocent grade bock of house not to be ebove crawl spoce floor elevation 8 LOT 7 41,053 SF 0.94 AC ltl C 6 Lawn Bax 4" Screw Cap --')5jw/Magnetic Tape ��--Perforated Pipe Field To Btm. of Stone Use min.: 2- 3/8" Holes ® 2" vert.spocing !NSP. PORT DETAIL LEACH FIELD DETAIL Insp. Port 30' ' 1 I 1 I I I 1 I 1 1 Insp. Port 1 I 1.5' 13' I3'. 13' 13' I 1.5 15' *Final cover over SAS shall have a minimum *Elevations are Based on Level un - (El � - U slope of 0.02ft/ft Usin USGS Ref. Mork RM -25 1 5.3 g 1 Datum) SEPTIC SYSTEM NOTES 120" - DATE: 8/3006 PERFORMED Y: Craig R. Short, PE WITNESS: Amy VonHone, HA ,6 Perc. Rate: � 2 min. /in © C Lover GROUNDWATER ADJ. Groundwater Found El 0.8 Index Weil: MIVV-29 Zone A(8/06-7.3) EI 1.9 Adj . G. dept h = NOTE 7 * Building and Foundation are to be constructed in compliance with 780CMR:12C.G501 of The State Building Code - Construction In Flood Zone A 67 FOUNDATION VENTING NOTES 1.) 8"x16" Smart Vent brand flood and ventilation vents are to be installed where shown. 2.) Top of Vents are to be installed below Elev.10 3.) Bottom of Vents are to be within '12" of Finish Grade. 4.) A Vent is to be installed within 3' of each ' Crowl Space corner. 5.) A m+nimum of 8 vents are to be instol:ed for the Crawl Space. A minimum of 4 vents are to be installed for the Garage. 6.) 6 Mil. PE vapor barrier is to be installed under crawl space floor Joints are to be lapped a minimum of 6". 7.) Grade (Pip aR) ofP hovidsee mis inimume 18 a 24 elAccess Door! space / (NGJD 1929 ms. '.5 CBDH Be•ch Mork and Flood Zones Are Shaun On FIRM 250015 OOOED 1.) EXISTING CESSPOOLS ARE TO BE REMOVED. ---- 2.) S PTIC TANK IS TO BE INSTALLED ON COMPACTED FILL OIL OR 6" OF CRUSHED STONE ON NATIVE SOIL. 3.) U SUITABLE SOILS ARE TO BE REMOVED FOR 5' aROUND LEACHING AREA AND REPLACED WITH �-APPROVED FILL SOIL. 7.2 4.) D7 -SIGN ENGINEER TO CERTIFY SOILS OF ALL SAS EXCAVATIONS PRIOR TO SYSTEM INSTALLATION, 5.) DESIGN ENGINEER TO CERTIFY SYSTEM INSTALLATION 7(Elevations & Locations) PRIOR TO BACKFILLING. 6.) COMPONENTS ARE TO BE WITHIN 3' OF FINISH GRADE ND ARE TO HAVE A MINIMUM OF 1' OF SOIL COVER. 7.) DIST. BOX IS TO BE WATER TESTED BY HEALTH AGENT. Y.i1'k'�H 111 Mq� G,f GRAN ENG I NEER I NG INC• 4=`"afSU �1 C,4JIC 941 MAI N STREET, S0. HARWICH, MA 02501 ti 4 4 ° 49253°/ 432-2878 S 1 T E PL A &SEWAGE DIS ,POSH t_ SYSTEM i N YAP.1✓1CUTN Prepared For BARRIE & PATRICIA NETTLES g8 MATTA CHEE SOUTH YARMOUTH, MA PROJECT: 09-146 SCALE: 1 "= 2 DAT E: 115 j 1 � SYSTEM DESIGN Assessors Map 106 Porcel G5-4 Design Flow: 3 bedrooms 110 9 I do Y = 330 gal. Deed: Bk.21343, Pg. 126 Plon: Bk. 146', Pg.79 Septic Tank: 330 gal. x 200% = 66C gal. Lot 7 Use 1500 Gal. Septic ank. Leaching Facility: 30'x 15'x 6"dee . Leaching Field Bottom: 30'x 15' x 0.74Gc sf = 333 Gol. - Note: Garbage disposal is not permitted with this design. Top Of Slab © El 10.1 Provide` 6.9 I g x24' mir, a ces Dd:or 48.5' E2 HOUSE Top Foundation �� OEI 11.0 Z5 Top of Floor Slab �/ ®EI 8.0 7 (Adiocent grade bock of house not to be ebove crawl spoce floor elevation 8 LOT 7 41,053 SF 0.94 AC ltl C 6 Lawn Bax 4" Screw Cap --')5jw/Magnetic Tape ��--Perforated Pipe Field To Btm. of Stone Use min.: 2- 3/8" Holes ® 2" vert.spocing !NSP. PORT DETAIL LEACH FIELD DETAIL Insp. Port 30' ' 1 I 1 I I I 1 I 1 1 Insp. Port 1 I 1.5' 13' I3'. 13' 13' I 1.5 15' *Final cover over SAS shall have a minimum *Elevations are Based on Level un - (El � - U slope of 0.02ft/ft Usin USGS Ref. Mork RM -25 1 5.3 g 1 Datum) SEPTIC SYSTEM NOTES 120" - DATE: 8/3006 PERFORMED Y: Craig R. Short, PE WITNESS: Amy VonHone, HA ,6 Perc. Rate: � 2 min. /in © C Lover GROUNDWATER ADJ. Groundwater Found El 0.8 Index Weil: MIVV-29 Zone A(8/06-7.3) EI 1.9 Adj . G. dept h = NOTE 7 * Building and Foundation are to be constructed in compliance with 780CMR:12C.G501 of The State Building Code - Construction In Flood Zone A 67 FOUNDATION VENTING NOTES 1.) 8"x16" Smart Vent brand flood and ventilation vents are to be installed where shown. 2.) Top of Vents are to be installed below Elev.10 3.) Bottom of Vents are to be within '12" of Finish Grade. 4.) A Vent is to be installed within 3' of each ' Crowl Space corner. 5.) A m+nimum of 8 vents are to be instol:ed for the Crawl Space. A minimum of 4 vents are to be installed for the Garage. 6.) 6 Mil. PE vapor barrier is to be installed under crawl space floor Joints are to be lapped a minimum of 6". 7.) Grade (Pip aR) ofP hovidsee mis inimume 18 a 24 elAccess Door! space / (NGJD 1929 ms. '.5 CBDH Be•ch Mork and Flood Zones Are Shaun On FIRM 250015 OOOED 1.) EXISTING CESSPOOLS ARE TO BE REMOVED. ---- 2.) S PTIC TANK IS TO BE INSTALLED ON COMPACTED FILL OIL OR 6" OF CRUSHED STONE ON NATIVE SOIL. 3.) U SUITABLE SOILS ARE TO BE REMOVED FOR 5' aROUND LEACHING AREA AND REPLACED WITH �-APPROVED FILL SOIL. 7.2 4.) D7 -SIGN ENGINEER TO CERTIFY SOILS OF ALL SAS EXCAVATIONS PRIOR TO SYSTEM INSTALLATION, 5.) DESIGN ENGINEER TO CERTIFY SYSTEM INSTALLATION 7(Elevations & Locations) PRIOR TO BACKFILLING. 6.) COMPONENTS ARE TO BE WITHIN 3' OF FINISH GRADE ND ARE TO HAVE A MINIMUM OF 1' OF SOIL COVER. 7.) DIST. BOX IS TO BE WATER TESTED BY HEALTH AGENT. Y.i1'k'�H 111 Mq� G,f GRAN ENG I NEER I NG INC• 4=`"afSU �1 C,4JIC 941 MAI N STREET, S0. HARWICH, MA 02501 ti 4 4 ° 49253°/ 432-2878 S 1 T E PL A &SEWAGE DIS ,POSH t_ SYSTEM i N YAP.1✓1CUTN Prepared For BARRIE & PATRICIA NETTLES g8 MATTA CHEE SOUTH YARMOUTH, MA PROJECT: 09-146 SCALE: 1 "= 2 DAT E: 115 j 1 �