83-1306 - Site Planw
IN AREAS WHERE LEACH TRENCH 4" PVC
0 UNDERLAYS PAVEMENT, FILL OVER VENT -----
� �-'-Ar b 1 TRENCH TO BE FREE OF FINES AND
y o h Oe m� 2 TO BE OF A GRANULAR NATURE PROPOSED
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13.2 QQ4?Q COMPACTED IN d LIFTS GROUND
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`yo HEIGHT ENGINEERED WOVEN
LEACHING TRENCH DESIGNZ-
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( - % k.•-/. \\ "` ` `LIMIT /
'w" `. '` ` UNE i SET PERFORATED
TTHESOAARREAAAIERREPILACE 3/4" TO 1-1/Y PIPE AT .5X SLOPE
, WITH SHRUBS AND PLANTINGS CLEAN WASHED 3• WIDE BY 2'
� Q•, ^ •� p ?g ve / " � ® � ASSESSORS MAP 24, PARCEL JI
+% ti� (� �o • ` o / „\2 \� - / STONE DEEP LEACHING FLOOD ZONE B AND A9 (EL. 10.0)
f , +,Y.O ' R' r�,y+ ', 7p /s - �i 5l 50 9 /, �/{ 'I` TRENCH YARMOUTH FLOOD MAP 250015 0005 D
PROP. Row OF 4'. WIDEPTI
12 ii ? � ONCE CURB 1;, i �, ' (�� / - - ZONING DISTRICT GB (GENERAL BUSINESS)
` DENSLEY PLANTED : { L, Qb�¢ //?»� ° q" " 11 ' �-'. r r '� SE 104' AWAY FROM SETBACKS:
EVERGREEN SHRUBS. /-+'Q��Y �/ , " \u�--20' - .39.6•* FRONT = 30'
r � I 1 -EDGE OF WETLAND SIDE _: 25'
(MIN. SHRUB HEIGHT / r, ^ ' , ? .: // " n, , ( ,/ • AT THIS POINT SIDE
= 2 '
� SHALL BE 5' AT TIME ' ({ � �, « � / ? � ? `lt r / � �
F. OF PLANTING) �ih '\ I _E�� ^ 73 c� „ F ON , r i
\• L�Jf Q p?p? /' ��, ,o• , '?2> l� ) MAXIMUM BUILDING COVERAGE 25%
r 9 ' ? ' 7.7 , SLOPE TO BE I ' CATCH BASIN DETAIL CATCH BASIN GRATES ARE TO
° ,I! '' ' ' L041rFA AND ��. BE 24' SQUARE HEAVY DUTY PROPOSED BUILDING COVERAGE = 1
's "/ n ! PLANTED 1 (NOT SDALEt CAST IRON MAXIMUM IMPERVIOUS COVERAGE = 70%
r•/• f TH3 " , / + '. PROPOSED IMPERVIOUS COVERAGE = 52.5%
` - i, '-2l rf + FILL OVER CATCH BASIN SEPTIC CALCULATIONS:
BGS/NESS r�"'� "'' hp i • ,//y� / AND COMPACTED IN SI
' Q`h4'�ry Oy �/ " s <?� J r(/� Rly JAt rrNr IS TO BE FREE OF FINES HEAVY DUTY CAST
0 , , ;: N ,, IRON FRAME
QQQ ,\- / L.�• , l u ; �r �r Uu , ^ '� LAYERS
BENCHMARK: `'.`� , r, r s „ s i �rvr U u int, '•' ^ 1, //�"
TOP of WATERGATE ` ° { ) ' ; '� ,�• , ,; h% �'6 h o,�,' 1 j ) / DESIGN FLOW: 16 TRAMPOLINES (60 GPD) = 960 GPD
AT ELEV. 17.3 /1 •P. • i �4,. �C r > rJ O , 4%0�s UH r , , r i / LEVELING
4SEPTIC TANK: 960 GPD (1.5 DAYS) LINEDr SMOOTH
= 1440 GPD o USE A 2000 GALLON SEPTIC TANK O CORRUGATED H.D.P.E.
`?2Q�� \�� / ,., .7 4 Np/. �:;'..Ry�' 'h %y�! ,r: r2,� i J4� : f PPE LEACHING DESIGN: -
o 0' Oy "` ' J?,I 'pN \2, 11' 'i' m BOTTOM: 33' x 30' 1.0 - 990 GPD
�t /
y h'` { �~ _ _ nQk "..�" \ C.. y li .� SIDEWALL:( NONE ALLOWED )
3= ;/{rA TH2 �`t; � � 3 �i MINIMUM 2.OF TOTAL: 990 S.F. 990 GPD PARKING CALCULATIONS:
/ O? , - NC Sy g ,' 11 n •, •,,,® , COVER OVER PIPE
USE A 33' BY 30' LEACH FIELD WITH 6" OF STONE 16 TRAMPOLINES (1 SPACE/TRAMPOLINE) = 16 SPACES
a� UNDER THE PIPE INVERT. 4 EMPLOYEES (1 SPACE/EMPLOYEE) = 4 SPACES
_ 1 TOTAL SPACES NEEDED = 20 SPACES
0 ; rV0 / .y ,, ,\ - __ __ _ -�_ �, �� ,�✓' en i % ,' iQ}'�� ( ; �,v 5 PRECAST OR TOTAL SPACES PROVIDED = 20 SPACES
s" BLoc7Y HANDICAP: 20 SPACES (5%) = 1 SPACE NEEDED
70.6. __ ___ _ _____ _ =_-- i
PIT pt INVERT ouT l - + HANDICAP PROVIDED: 1 SPACE
J. �- ?� r AT EL: 8.48 / ,
- GO= • 1 '� / / r" h i i ,+per PIT J2 INVERT IN .' r
oy : / .ham AT EL. 8.40 / r TREES REQUIRED (1 TREE/8 SPACES) = 3 TREES
���T Ay`�/� __ _ _ \n, - k3�' •y ' ; it ,a�,Zo ., �,�. PIT #2 INVERT OUT ,�/ 5 PRECAST OR TREES PROVIDED = 3 TREES
O r mhQ.` _ _ _ _ _ G' ' ! ' Q',}' : , , wj•� AT EL 8.2 ! 4' SECTIONAL PLATE
h / 1Y d' ' '' _ _ _ -- __' ' OST' c i � •'� ,i.
ry 17.2 ,r/ ,�'�, :(, SEPTIC LEACH FIELD
r 'rte 53 . IS 103' AWAY FROM
EDGE OF WETLAND
AT THIS POINT
"-DTE:
0.' /f �I .Qhr�,(� , 9�' (?YFsep/`•3p,��`/`1\�'`\` � o�``yF`' .. _C.D_ N\ _C _. A_ =_._ ______ _ _ __ _< J_, _,_ ' OQp yO� `OQ /R 0r�r1 \'i ^8,,i ' i' , i ';: r �/,' r r, 4, ! , rr ' i��E{�,{'Qo "'` ti::Q`r 1: gy/-p®/•„;O\ 0 ®. �.�® °QIl'.�Z" �� �" - j/r /' /.r/ /' ,%i1 • !i ��`r" BUILDING IS SETBACK LOCUS UES WITHIN
TEST HOLE LOGS OGS
WATER ' ,J 84' FROM WETLAND A COASTAL BANKGATES
10.6 eENGINEER: JAMES C. JODICE-
_
-D
AT_A
WELL: Mlw-
2910.3om � WITNESS: AMY VONHONE ZONE AO a 0 Oa.2 fiDATE: OCT. 17, 1994�`DATUM: 9.2'�` Os.a ADJUST: 2.33
(1/
2 ADJUSTMENT 1.2) NOTES:v. . :<M./CHo 1 1, SEPTIC
PIPE JOINTS TO BE MADE WATERTIGHT.
! �� m PAVEMENT CROSS-SECTION Q 2 C�3 32. . MINIMUM PIPETPIRTIS CH TO IBES 1/8" PER FOOT.
PROPOSED ' ' ! �' '� 0" EL_ 7.8 Cr EL 7.7
\ �'�`•�` \-ASPHALT ' ' `i Q'JO r ,,Q� F'�O Cr EL. 7.8 _
-� F° �:` SWALE°��,> Qp �; �O� 1' TOP COAT (TYPE 11) ASPHALT ASPHALT - - ASPHALT 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO-H2O.
°OR4�S DRaI1T Q �o / s`yo -� 3' �� 5. DATUM IS NGVD.
` O NAGE, �` EL. 7.6 3' EL. 7.6 3" EL 7.5
MANHOLE �_ _<- ® Oyu ro % O ?O~ •..'?; t•; 4.., . : , i:q:,.'...; _.. ..._•,....•;.:;r y ; SrGRAVEL EL 7.1 9" GRAVEL EL. 7.1 9" GRAVEL EL 7.0
Sn ` _ a� / 1 _ �__ 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
SiO.� ,/® ,.�Q11�`p� / P'O r •'>,v'-.`" : 7 BINDER (TYPE It).•....�..��'r,'.�;; ENVIRONMENTAL CODE TITLE V.
T' ��'`�' •' CLEAN CLEAN 7. THIS PLAN FOR PROPOSED WORK ONLY AND NOT TO BE USED
'` h`� . ! �i O O O O ° O FlLL
ry^. `v.Z tY iw 00O00p OOC°O OO 1 -OOP 000 o0or MED. MED. ACED, FOR LOT LINE STAKING.
�ry 6��0 4 / i Q .. �Q. 0 O 0 0 0 0 0 , a.5 DENSE GRAOEO ,) o 0 O O p r D ADJUSTED D ADJUSTED "
7, ?p; ?' �� y': O �� rQ%, �,� 'i CI O Jp 000 O0 CRUSHED STONE !p o00°oo °o WATER WATER SAPID ADJUSTED 8. SCH. 40 4 PVC TO BE USED FOR SEPTIC PIPE.
CyT�NTFE+,,, g•\yam-� �`.00�t:"/ �¢r,k pQ'��Q ;' Q�r�ryC�' 'TOn�Or,�OOnVOOn�On�Oo°�y°0(� °o �0 EL• 5.2 EL 5.4 WATER 9. DRAINAGE PIPE TO BE 12" H.D.P.E. OR EQUIVALENT.
F 41 0 Ro q-�O �hJ EL 5.2
Fs o0 SD�F �aiNS,� �'� -;�` 1681 �;' ; o o�ry 1 oRICINu ... OBSERVED 11. ALL DRAINAGE TO BE KEPT ON SITE.
10. OWNERS ENGINEER TO INSPECT ALL SITE WORK.
1 qLp TQ h \ ` :o U.P. C� 1 Lp I SUBGRADE OBSERVED
I ti? h G i '•'.. '' WATER OBSERVED
OT,gN�,, CFS TO F�r�' ``` .ryk`\�c 1� `3 �' r"2 WATER WATER 12. MINIMUM 2' OF COVER OVER ALL H.D.P.E. PIPE.
rt �. 3.4 �� a6' EL. a.0 43" EL' 4'2 a6' EL. 4.0 13. EXISTENCE OF UNDERGROUND UTILITIES TO BE VERIFIED
Fyor e�FeF A 9.6 `��\ R=25' 9 REMOVE TOP AND SUBSOIL
PRIOR TO EXCAVATION.
' I 14. EXISTING CONCRETE FOUNDATION AND PAD TO BE REMOVED
AND REPLACED WITH COMPACTED CLEAN MEDIUM SAND.
72" EL 1.8 7Y EL. 1.8 60• EL 1.8 15. EXISTING MANHOLES AND DRAINAGE COMPONENTS TO BE
REMOVED AND REPLACED WITH CLEAN MEDIUM SAND.
s.o 16. 25' REMOVAL OF ALL TOP AND SUBSOIL AROUND LEACH FIELD.
,o NOTE: SEPTIC DESIGN IS BASED ON 1/2 WATER ADJUSTMENT
q READING. GROUND WATER DATUM TO BE ELEV. 5.40. 17. 10' REMOVAL OF ALL UNSUITABLE MATERIAL AROUND LEACH
DRAINAGE MANHOLE DETAIL s� d FIELD DOWN TO ELEV. 5.40.
FRFao °F 93 REMOHIS VE
NT IN
�+/ 18 CONTRACTOR
TO LOCATE AND REMOVE PREVIOUS MOTEL'S
.M.
4'x4' METAL COVER
SHRUBS AND PLANTINGS SEPTIC PROFILE
DRAINAGE TO FINISHED (NOT TO SCALE)
MANHOLE GRADE
s� BRING METAL COVERS FLUSH
TOP OF SLAB EL. 12.6 /�
WRH FINISH GRADE
PROPOSED
MANHOLE 'A' INVERT AT VENTILATION PIPE
(EL. 13.10) AND HOOD SITE PLAN OF LAND
INVERT IN EL 8.18 EL. 11.17 r MINIMUM 1 • OF COVER OVER PRECAST (M!N. EL 11.4)
5 PRECAST OR INVERT OUT EL 7.98 ----
s' BLOCK PROP. O 2" CAL. ,, .•••••.••• !! r 12,1 FILL OVER LEACHING LOCATED AT 260 ROUTE 28 IN THE TOWN OF:
aa" MANHOLE "B" HARDWOOD TREE L 11 17 SYSTEM TO BE OF A
INVERT O Et._ 7.14 JI H2O LAY PIPE LEVEL FILTER FABRIC A O PLACED CLEAN GRANULAR NATURE YARMOUTH, MA
INVERT OUT EL 6.94 EXIST. CONTOUR -- -- 6 ------- 11 II ( )
PROPOSED 2000 I FOR FIRST 2' OVER Y OF PEASTONE AND COMPACTED IN 6' LIFTS
GALLON SEPTIC 10.44 L. 10.40 PREPARED FOR:
PROP. CONTOUR - -- -- a -- -- -- 10.69 TANK (HED) - TEE 10.4
PROP. GRADE .................1'17,4; 6 °DOC 10.19 ° OO o0 oO p0 'v
10.36 n0°0000 On,._ Oo.,_ Ono On,. On��00 n,.�Opn ��n�g EL 9.40
EXIST. ELEV. ............. 76.3' 2% SLOPE DEPTH OF FLOW = 4' 1% SLOPE
10.05 30' LONG E 33' WIDE GEORGE ELEFTHER
TEE SIZES: 005X SLOPE 30') _ .15'
off 508-362-4541 EXIST. WATER LINE -'-�ti-�-- - W- ---- INLET DEPTH = 10" MIN. 6" CRUSHED 1X SLOPE 4• 2D 0 20 40 60 feet
fax 506 362-9880 OUTLET DEPTH 19' 3/8" TO 1-1/Y WASHED STONE
PROP. WATER LINE - - _v,- ---W- � O oXUNDER -- -- -
EXIST. GAS LINE - G------- G- -- --
1/2 WATER ADJUSTMENT AT ELEV. 5.40 SCALE: 1"=20' DATE: NOV. 4, 1993
down cape engineering, inc. PROP. GAS UNE - - --G- -G-- ,
p g, g� LEACHING .0'.tN 0
• NOV. 28, 1994
WETLAND ••'•••••••••• l FOUNDATION- 24' - SEPTIC TANK -- 8' D' BOX 14'
FACILITY r , ame �_
CIVIL ENGINEERS WORK LIMIT LINE • � � 1 owLA
(SILTATION FENCE) M. Fs
LAND SURVEYORS H
939 main st. yarmouth, ma Nst'°
7. OJAlip
Fe t. .5. DATE
' 94-352