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Voided Engineered Plan with Notations
SYSTEM DESIGN CAPACITY Design Flow: 3 bedrooms @110 gal/day = 330 gal. Septic Tank: 330 gal. x 200% = 660 gal. Use: 1500 Gal. Septic Tank Leaching Facility: 6 Rows of 5 Infiltrator LowProfile Chambers Proposed Area: 6 x 20 LF of Chamber x *4.73sf/If = 567 sf Capacity: 567 sf x 0.66 gal/1 sf = 374 gal. *Per Mass.DEP Certification For General Use NOTE: Garbage disposal is not permitted with this design. [ Elevation Datum is NAVD 88 �- Site is Within 100yr SFHA 6g' per FIRM 25001 C0588J 8 p3,10„ W 102• 4 45 Zone AE, EI 11 S � s Survey _�- 'a 5.6 Nail Util 6 O5 5. -� SHS 666 1 P01e 5.1 \ La 1 4.7-`�as BENCH 1 MARK - 1' LOT 40A TOF @ El. 6.2 8414 SF (Floor ® EI 2.8) 0.19 AC ,�yfr IIC�L� 1 V� i 11 4\5 U) U~ i Pipe Inv.' j� Q EI. 2.8 5.2 �o-wat>!-` 0'�ce �C °o,ndatlon A.5.6 -5.1 N 1p U' 5..0 4.5 w Pump & Fill 3.4 Septic Tank & DANIEL tiG P. N� U CROTEAU CIVIL No. 46253 9p��GIs \aka / SS�0NAL Abandon Leach Field Auger Hole �:- _ (�;`'1]•�� '�` 4.6 3/10/11 , Z GWO 4.3Pth 0.3 N 4.8 X4.6 t Ln Co�o�ube F oun6°tion o, �' 4.0 \Coy` 6°t\o 4 n C 1 rn .7 - oun 77 1\ 4�3 r. eW°y 1UZ)• S � w C) W Hse #128 Pawkannawkut Test Hole: 2/27/02 Groundwater Found: E L 0.75 NGVE „ Adj. High GW Depth=E t, 2.5* (1.4 -NAV ,SCALE: 7 =20 Btm SAS © EI 6.5 (5.4-NAVD) 0' 20' 40' 60' *per Design Pla Flo- ... Liner.I= 11i .. SAS 5.0 5,1 EFP �N OF 4f q,3 ICH EL LOCATION MAP LAI7Uc Assessors Map 25 �' No. 37560 Parcel 4.6 �P Deed: 3k.11104, Pg.41 y4,FEss Plan: Bk.186, Pg.33 t N S 1.) LOCAL APPROVAL REQUIRED 2.) ` 2B SEPTIC TANK AND PUMP CHAMBER ARE TO BE INSTALLED ON COMPACTED FILL SOIL OR 6" OF CRUSHED STONE ON NATIVE SOIL. Rte �`O ALL COMPONENTS ARE VARIANCES FROM 310 CMR:15.211:(1) AND CONSTRUCTION - - S. 1.) Per 310CMR:15.405(1)(a): Dist. Between Property Line 'o n 5) & S.A.S.: 10'Required, 5' & 5' Available FOR 5' AROUND A AR AND REPLACED W/ TITLE -5 FILL. 6.) 2.) Per 310CMR:15.405(1)(b): Dist. Between Garage Slab BACK C PL INTO CHAMBER AT THE n D END OF AC P & S.A.S.: 1.0'Required, '8.5' Available DESIGN ENGIN E S CERTIFY SYSTEM INSTALLATION 3.) Per 310CMR:15.405(1)(b): Dist. Between Crawl Space DISTURBED R IS a �~ GRADE TO VENT & S.A.S.: 20'Required, 15' Available a VARIANCES FROM 310 CMR:15.212:0)(b) LOCUS 4.) Per 31 OCMR:15.405(1)(h): Distance Between Bottom Of C 15 S.A.S & High Groundwater: 5'Required, 4'Proposed -5.1 N 1p U' 5..0 4.5 w Pump & Fill 3.4 Septic Tank & DANIEL tiG P. N� U CROTEAU CIVIL No. 46253 9p��GIs \aka / SS�0NAL Abandon Leach Field Auger Hole �:- _ (�;`'1]•�� '�` 4.6 3/10/11 , Z GWO 4.3Pth 0.3 N 4.8 X4.6 t Ln Co�o�ube F oun6°tion o, �' 4.0 \Coy` 6°t\o 4 n C 1 rn .7 - oun 77 1\ 4�3 r. eW°y 1UZ)• S � w C) W Hse #128 Pawkannawkut Test Hole: 2/27/02 Groundwater Found: E L 0.75 NGVE „ Adj. High GW Depth=E t, 2.5* (1.4 -NAV ,SCALE: 7 =20 Btm SAS © EI 6.5 (5.4-NAVD) 0' 20' 40' 60' *per Design Pla Flo- ... Liner.I= 11i .. SAS 5.0 5,1 EFP �N OF 4f q,3 ICH EL LOCATION MAP LAI7Uc Assessors Map 25 �' No. 37560 Parcel 4.6 �P Deed: 3k.11104, Pg.41 y4,FEss Plan: Bk.186, Pg.33 t N S 1.) EXISTING SEPTIC TANK IS TO BE PUMPED AND FILLED. 2.) SYSTEM COMPONENTS ARE TO BE SET ON A STABLE COMPACTED BASE. SEPTIC TANK AND PUMP CHAMBER ARE TO BE INSTALLED ON COMPACTED FILL SOIL OR 6" OF CRUSHED STONE ON NATIVE SOIL. 3.) ALL COMPONENTS ARE TO MEET TITLE 5 MATERIAL AND CONSTRUCTION - - S. 4.) SEPTIC TANK, PUMP C A ` • ER, AND ISTRIBUTION BOX , ARE TO BE WATERTIGHT ER TIT ib REQUIREMENTS. 5) UNSUITABLE SOILS, WHE CDUN ED, ARE TO BE REMOVED - FOR 5' AROUND A AR AND REPLACED W/ TITLE -5 FILL. 6.) FORCE MAIN', IS T BE CO IN Y SLOPED TO DRAIN BACK C PL INTO CHAMBER AT THE END OF AC P CY E. 7.) DESIGN ENGIN E S CERTIFY SYSTEM INSTALLATION (ELEVATION ATIONS) AND OPERATION PRIOR TO COIN 9.) DISTURBED R IS BE GRADED, LOAMED, AND SEEDE . GRADE TO VENT RUN-OFF ONTO ADJACENT LOTS.' c 8 ?UI Sh f. f2 HEALTH DE p KORAN ENGINEERING ASSOC.,LLC u v 508-432-2878 941 MAIN STREET (RTE 28), HARWICH, MA o SEPTIC SYSTEM DESIGN PLAIN IN YARMOUTH Prepared For: George T. Prior 124 Pawkcnowkut Drive S. Yarmouth, MA PROJECT: 10- 130 SCAL E: 1 " 20' DATE: 1114175