HomeMy WebLinkAbout1220-1232 Iyannough Road - 274-007-B00+274-007-H00 _
EVALUATION OF EXISTING SEPTIC SYSTEM
DAILY FLOW: UNIT 1 _ 25 SEAT RESTAURANT 25 SEATS x 35 GPD/SEAT 875
UNIT 2 RETAIL 936 SF x 5/100 _ 47
58 UNIT 3 RETAIL 900 SF x 5/100 45
I
c,
59_,` UNIT 4 RETAIL 990 SF x 5/100 = 50
64
s1 60
63 62 -- ,,, I UNIT 5. RETAIL 2243 SF x 5/100 112
, .� _ �
UNIT 6 RETAIL 1066 SF x 5/100 = 53
317.27'
-
UNIT 7 RETAIL 922 SF x 5/100 = 46
UNIT 8 RETAIL 972 SF x 5/100 = 49
UNIT 9 RETAIL 954 SF x 5/100 = 48
`� ��j
UNIT 10 RETAIL 1008 SF x 5/100 = 50
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it
► UNIT 11 RETAIL 2400 SF x 5/100 = 120'
LOT 11
�► ---- ,- --" �J�- 54,716 sq.ft.f TOTAL DAILY FLOW 1495 GPD °
r � DIST. BOX _J r _ �► s
Crushed Stone LEACH PIT
14 DIA. x 4 HIGH
Crushed Stone REQUIRED SEPTIC TANK — 1495 x 150% = 2243 GPD
62' r
EXISTING SEPTIC TANK — 3000 GALLONS
1000 GAL.
�•r_1 3000 GAL. SEPTIC TANK - -' REQUIRED GREASE TRAP — 25 SEATS x 15 GPD =
\ r GREASE TRAP 60--� SEAT 375 GALLONS
� /
-
\ EXISTING GREASE TRAP , — 1000 GALLONS
63
_ ` ;,t_ — _ i -_ }_1` �',----- /�.- ==161 ==-_ - Gns-- t- — — EXISTING LEACH PITS - 14' DIA. x 4' HIGH (600 GALLON PITS W/14' STONE)
\ r —GAS— _ _ UTILITY � � ' 61 — r �; ' SIDEWALL 7r(14)(4) x 2.5 GPD/SF 439'.8 GPD
1 _ ' -. -62 �r �. `y - s s.� BOTTOM 7r(14/2)2x 110 GPD/SF = 11519 GPD/PIT
12 593'.7 GPD/PIT
1' x 4
r r .p
�1 UNIT 1 j
237 5 GPD cs
UNIT 10 UNIT 11 -- 60___ SHIRDANS PROPOSED DAILY FLOW 1495 GPD
j UNIT 4 UNIT 9 KOj'T HEN EXISTING LEACHING CAPACITY 2375 GPD
UNIT 3 UNIT 8
UNIT 5 NIT 7
PREVIOUSLY APPROVED DAILY FLOW (PERMIT #89-764) 1974 GPD
S UNIT 2 U
�O- UNIT 6
65.3'
61
PARKING:
� Sjdewolk ( '�`� ( Sidewalk -. 24.3' RETAIL UNITS 2-11 12,391 SF
o°' Edge of Asphalt a�►'� 61 - 11 UNITS X 1 SPACE/UNIT = — 11 SPACES
o 12,391 SF X 1 SPACE/200 SF - 62 SPACES
73 SPACES
,GAS SHUTOFF. ,'
9.0'. RESTAURANT: 25 SEATS + TAKEOUT AREA
25 SEATS X 1 SPACE/3 SEATS = 9 SPACES
ASPHALT TAKEOUT AREA = 5 SPACES
6 EMPLOYEES X 1 SPACE/2 EMPLOYEES 3 SPACES
LOT Leased Parcel "A" J
- 17 SPACES
1 ' u OLE 258.41 25,216 sq. ft.f ,� IJ
25.01
ASPHALT / ASPHALT — 90 SPACES
60 HANDICAPPED PARKING REQUIRED: 90 X 4% = 4 SPACES
62
1.5' DIA. TREE
-- ol
t TOTAL PARKING PROVIDED = 90 SPACES
61
U—POLE I C,
.3,5.S2, ' 1 , 1 .SIGN 60
.'� ` BASIN '
- 2.5' DIA. TREE
38
'
.Q 2.5' DIA. TREE
AREAS:
2.5' DIA.TREE \`.�s.. DIA. TR�eE i `' 1 IMPERVIOUS AREA
�,� ►� �, 1� (Bldg. & Asphalt) 39,512 sq.ft.f 49.44%
1.5' DIA. TREE I ,' PERVIOUS AREA 40 420 s .ft.f 50.56%
3.5' DIA. TREE �.�^ q
.p 2' DIA. TREE SIGN , '
`-438.60' 3' olA. ---------------� ----------- - s1 TOTAL AREA 79,932 sq.ft.f 100%
TRAFFIC
5B.39 - ;' LIGHT -
` 1
(1)TEL MH SIGN -----� ,-- ,' '
`. h0 PHONE LINE -- -- �\ ------ , ------------------- '
SIGN SIGN �� SIGN — — — TGN YSIGN �62
SIGN U POLE
— ------- ------
` —` —---— —-�� TRAFFIC
SIGN
` �8 -'SIGN LIGHT
—
u-POLE�'`-�, 63
h ,
�64 GAS VENT
------ —
.� GAS """ _ _
' -r 1 6/26/90 INITIAL ISSUE SAW =A
NO. DATE DESCRIPTION BY
SITE PLAN OF
ROUTE 13 � LIBERTY S UARE
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STATE
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INDUSTRIAL
AND COMMERCIAL
ENGINEERS, INC.
MAIN STREET
SOUTH WEYMOUTH,
MASSACHUSETTS
PROJECT:
LIBERTY
SQUARE
HO UTE 132
HYANNIS, MA.
OCR
P N
29OA1 .125=1'-0*
Job No.: 90290
Scale: 1/81-0"
Date: 3-5-90