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Home My WebLink About11 Nicholas Drive - Site PlanT.O.F. AT EL.79.0 -- ACCESS COVER WITHIN 6" TO FIN. GRADE ACCESS COVER (WATERTIGHT) 2•' DOUBLE WASHED PEASTONE L.%$.�JWITHIN 6" TO FIN. GRADE /EL.78± E�•75f 2- SLOPE REQUIRED OVER SYSTEM EL•=75 MINIMUM .75 OF COVER OVER PRECAST 4 g5_ RUN PIPE LEVEL ACCESS gOVER FOR FIRST 2' ?TF FI 6 PROPOSEDI,5OD F FIN.,GRADE 3' MAX. GALLON SEPTIC (TYPICAL OF 2} _ .740 H-10 EL.=72.00± TANK (H- 10) GAS EL.71.29 BAFFLE EL. 71.46 00000 8 [] O [] O I] D ' otL,=71171 OL7Cl0 O f� 000 � 4' �6" CRUSHED STONE OR MECHANICAL [] [] Q DEPTH OF FLOW = 4' COMPACTION. (15.221 [2]) g0� 2 �], 0 [] 0 ED O REOVIRED TEE SIZES: H-jQ IN DEPTH = 10" MIN. BELOW FLOW LINE OUTLET DEPTH = 14" MIN. BELOW THE FLOW UNE L - 3/4 TO 1 1/2" DOUBLE WASHED STONE ( 2 o SLOPE) (3• k-Elt SLOPE) ( 7 SLOPE) FOUNDATION- 10' -- SEPTIC TANK 79' D' BOX -2' 12' LEACHING FACILITY SEPTIC PROFILE (NOT TO SCALE) VEL.= 69.171 O �,O�M�,OF_��L�� L 68.4 74.3 N p 72.0 PAVED w \ 75 1 i 229.98 PROPOSED STONE DRIVEWAY -_- \ 75.3 '� \ { 130.00 76:5 �� 1t� / 75.3 .73 7 7771 53,4t: - >8 : 78.3 a. � 78.4 _ - 5� GARAGE - - /1�SLAB=EL.,8.5 ^a' "? 78.5 6' 7P 4 7P a - `` 76A 16' 78.5 75.6 -� PROPOSED 4 BEDROOM I �/ 1^-DWT.LLINO �' - N TOF=EL 79.0 FF=EV,BO-Ot 1o'MIN. 4 PROPOSED - ---- f,500 GAL. SEPAC TANK 75.4 1�ry� 78.5 78.fi � x78.5 i 12::s Ar^0 = 42,077 Sq.ft. s( 79s 1e' DECK N _ 0:97 Acres / �- i FRO.�OSEO� 4' 7>< 5 2,7 SN/ALE TO DIRECT 77s� 7s �$ _ STORtif HATER FLOWAGE (TYPICAL) y4 19 D 1 . 790 75.7I PROPOSED , 793 O P2.5 4.4 Q; 31ak I PROPOSED , t SOIL ABSORPTION SYSTEM _T-, 500 CALL CN CONCRETE LEACHING CHA/NBERS_ 75 , 1ylTN 4.0' OF STONE ALL AROUND. { J / O 79.7 82.1: .. 77.2. "'-- � ;' .151.00 BIKEPATH 78 i �- ., 76.9 , , ' `\ - �2. --- \� J FLOW -INE -4 1 80 L E W/ g _- - - 1 off. 508-362-4541 Tt f Y 7 J ICE,T 79.7 I. fax- 808-362-9880 l NIGN POINT" 791 _ do'n ;Capp :engineering, Jnc. SITE PLAN CTZ'IL ENC.INT'FRIS SCALE: 1,.-20' -'LAND SURVEYORS O " ,;DALF-ILt H - 039 inain st va"rmouth, ma 02675 /'°APPROVED DATE 73.5 � }ti 2! 1 J - 75.0 74 a -- 95.LL 27 71) 76 9 BENCHMARK - TOP OF CONIC BNO EL = 73.75 (ASSMD ,QUAD) DESIGN l-LVW4 tlK x I lU V U/ Vm = "v USE A 440 G/P REOUIREO DESIGN FLOW - - SEPTIC TANK: _ 440 G,/D (2) = 880 C/D - USE PROPOSED 1,500 GALLON SEPTIC TANK : LEAScNINSz_ : - R - f 1 81'+33 5') 185 3 SF -I :(SAND5, LOAMY 501 . Y PI{: DEPTH 71 NLAYER SOIL TYPE C LOR NOTES 00 - PRESOAK: 0:00:00-0:04:26 (24 _CAL. 1 15 MIN,) 6 0:00.00 .., VILLV. LOAMY- SAND 10YR 4 2 NS -30"LOAMY�SANp 76.4 10 YP. 4 6 UNS30-14a 30 -126 68.4 M C SAN010 YR 6 6 Gk CO s � - DESIGN l-LVW4 tlK x I lU V U/ Vm = "v USE A 440 G/P REOUIREO DESIGN FLOW - - SEPTIC TANK: _ 440 G,/D (2) = 880 C/D - USE PROPOSED 1,500 GALLON SEPTIC TANK : LEAScNINSz_ : - R - f 1 81'+33 5') 185 3 SF SOIL CLASS: -I :(SAND5, LOAMY 501 . Ht' PI{: DEPTH 71 NLAYER SOIL TYPE C LOR NOTES 00 - PRESOAK: 0:00:00-0:04:26 (24 _CAL. 1 15 MIN,) 6 0:00.00 .., VILLV. LOAMY- SAND 10YR 4 2 NS -30"LOAMY�SANp 76.4 10 YP. 4 6 UNS30-14a 30 -126 68.4 M C SAN010 YR 6 6 Gk CO SOIL CLASS: -I :(SAND5, LOAMY 501 . F PI{: AT THI 71 NLAYER PERC RATE- .<-2 MPI (5IVPI DESIGN) - - PRESOAK: 0:00:00-0:04:26 (24 _CAL. 1 15 MIN,) 12 . 0:00.00 .., ALOAMY SAND 10 YR '4 9 :'0.04.26 6"-_30 76.4 BOTTOM PERC: AT, 54" EL.69.9 30 -126 SIDE A EA. 2 x , x. BOTTOM AREA. 12.83' x 33.'1 = 429.8 5F 3 G&CO:.48"-60" 50±7, CRAVEL'& COBBLES NO MOTTLING OBSERVED : NO WATER OBSERVED SIDES1853 SF - ± BOTTOM_4 ZO 8 SF - - - - TOTAL: 615.1 SF PROPOSED CAPACITY. 615.1 SF ■ 0.74 G/D/SF 455.2 6/D O.,K. RF.Pnr SYSTEM DESIGN DATA . nATF. 'A/95/99 .- ... F I : UEPTH 71 NLAYER I TYPE COLOR - NOTES -SOIL -6� -1 78.4 ALOAMY SAND 10 YR '4 2 UN 6"-_30 76.4 LOAMY SANDIO YR 4 6 UNS 30 -126 68.4 - C - M C SAND 10 YR_ 6 IF G&CO . nATF. 'A/95/99 .- ...