HomeMy WebLinkAbout1060 Route 28 septicLEGEND
W
EXISTING CONTOUR
PROP -CONTOUR
PROPERTY LINE
WATER LINE
W W
GAS LINE
-G---G
UNDERGROUND ELEC. & TELE.
-UGE&T UGE&T-
SANITARY SEWER PIPE
S S
FORCE MAIN
STORM SEWER PIPE
ROOF DRAIN PIPE
S
SEWER MANHOLE
#3
�TP
DEEP OBSERVATION HOLE
PH #6
PERCOLATION TEST HOLE
EXISTING POWER 'SOLE
71)
BENCHMARK
$BM
HYDRANT
I MAP 50 I
LOT 99
N/F LANDS OF
WILLIAM A. & EFFIE L. BANKS I
MAP 50 ROOD ZONE C BK. 872, PG. 2
LOT 98
JOSEPH M. & AUDREY J. FERNS---
APPWAZ'JONNE
COMPLETE WATERTIGHT CONNECTION
OF fiOOAPPROX LOCAT`ON OF EXIST BK. 23523 PG. 95 TO EXIST. FORCE MAIN AT PROP. VALVE
3000- L PUM,° CHAMfIER -� - / MANHOLE; RIM ELEV. 12.9, INV. ELEV. M.E. 2
j fR PLAN REF /11 _ I b2.0�
MAP 50 `-- /,-12 -
LOT 97
N/F LANDS OF
PROP. 2 S H. 40 PVC FORCE MAIN \
ANTHONY PING (62 LF, SLCPE CONTINUOUSLY000 BACK TO PJMP CHAMBER) 0 1 rPER PLAN REf
IK. 22415 PG. 161 fZOU4 ZONE E9 - r "''�.. \ � ,;rl/ !
ZZs
102 r
- -- ------
cG PROP. LOW VENT W/
CHARCOAL FILTER
Al"?C;
.�
5; 0 0-GAL
TA K ER , r
- - i ----; jP N TC=12.9(ME) t \ t !
C/o SMH
ti ; '. PROP. 3,000-GALLONbN
.,....fs\� 12.8(ME) ,.•�'"� 5P �o ,
VALVE P , R LOCATION O Ek7S . Y c. T UTILI A 0�' LDi,A
r.
' SEPTIC TANK '�
C
LEA„H FE_ EP PLAN RL .
OVERHEAD WIRE I •/ 3P J
1 i hENT 7 13.4(ME) �/ 1;.6 \ TC=13.1 (ME)
i' 4/=ice , \\ \ M \ 1t G/C TO RESTRIPE EXIST.
h
•'_••--/, . / a , •� 1 PARKING STALLS AND ENSURE III UNKNOWN
LEVAT/ON BENCHMARK: I=r� i REPLACE OUTLET r- • �� \\ \+` MAX. 2.0% SLOPE IN ALL 7ERh(INUS
DIRECTIONS WITHIN
E MAP 50 p / TC=13.7 (ME) \ ACCESSIBLE PARKING AREA &
/ TEE WITHIN EXIST.
LOT 100 GREASE TRAP =' BC=13.1 (ME) \\`� 13.15 \\ \� \ ACCESSIBLE CROSS -WALK MAP 50
IF THERE ARE NC BENCH MARKS WITHIN 75 FEET OF THE
A TO BE INSTALLED, CONTRACTOR SHALL N/F LANDS OF -- 11ti _--
DISPOSAL SYSTE; - �� \ LOT 102
- BENCH MARK WITHIN SUCH PROXIMITY �%�
TRUSTEE
SET AT LEAST 0 , ^ CATHY LEE ZOGRAFOS, s N/F LANDS OF
,AVATION.
PRIOR TO ANY E D.P.C. REALTY TRUST PROP. HIGH DIFFERENTIAL \ • ROUTE 28 REALTY TRUST
4 °�
BK. 24499, PG. 41 cn f` VENTS FOR EXIST. & PROP.'_
11 t�OC. NO. 791786
❑ (ROOF LEADER) APPROX. LOCAz l: 1
" ROOF I EXIST 2.000-GAL G c f SOIL ABSORPTION AREAS
I ; J PROP. DISTRIBUTION , \ TC=12.7 (ME) `'
LOCAL BOARD OF HEALTH WAIVERS: TRAP PER PLAN ,4Er17 /H -
R(M=r3. J PiM=' BOX #2A 12.- BC=12.2 (ME)
i I I PROP. DISTRIBUTION
NONE REQUESTED. PARCEL 11 PARCEL I
` BOX #1 • •1\\`„�
' N/F LANDS OF N/F LANDS OF PROP. DISTRIBUTION • - '
/ McDONALD S CORPORATION 101
I
- , MCDONALD'S CORPORATION BOx #26 ,•••� ram- !,
LOCAL UPGRADE APPROVAL. / F� BK. 6994, PG. 293 BK 1636, PG. 132 , _ ° 12•''•••� z
` I
. ••..•'
i I - PROP. INSPECTION - / _
' PORT (TYP. OF 12) -
I 3 T' �= -, f,'IT 2 (PER
PURSUANT TO 3 10 CMR 15.403 AND 15.40-"•.3(B). THE PROJECT R CIUESTS / / _ 6�'` �'✓
F SEPARATION FROM THE BOTTOM OF THE PROPOSED SOIL I 6
=OLha ;A, rr-r-T c %/ 46 5 PROP. LOW VENT W/
/ �� c '!
ABSORPTION SYSTEM TO THE ESTIMATED SEASONAL HIGH GROUivDvNATEi� I ` - 38 „L• CHARCOAL FILTER
ELEVATION IN SOILS WITH A PERCOLATION RATE LESS THAN TWO L2 28
MINUTES PER IN:" \\
TITLE 5 VARIANCES:
NONE REQUESTED.
NOTES:
1. EXISTING SI"'' CONDITIONS AND EXISTING SEPTIC SYSTEM INFORMATION
BASED UPOPI THE PLAN REFERENCES NOTED HEREON. EXISTING
PAVEMENT STRIPING BASED UPON AVAILABLE AERIAL IMAGERY.
CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO
CONSTRUCTION AND CONTACT ENGINEER OF RECORD SHOULD
DISCREPANCY BE FOUND.
2. CONTRACTOR TO REPAIR ALL EXISTING PAVEMENT, CURBING, STRIPING,
LANDSCAPING, AND ALL OTHER EXISTING SITE IMPROVEMENTS
DISTURBED FOR CONSTRUCTION OF PROPOSED SEPTIC IMPROVEMENTS
TO A CONDITION MEETING OR EXCEEDING THE EXISTING CONDITION.
ANTICIPATED INSPECTIONS
FINISHED FL OR ELEVATION
DATE INSP.
COMMENT
BOTTOM OF EED EXCAVATION
SYSTEM COP.IPONENTS
PUMP &ALARM TEST
FINAL FILL AND GRADE
NOTE:
AS -BUILT RECORD PLAN TO BE PROVIDED TO BOARD OF HEALTH UPON
COMPLETION 0= CONSTRUCTION.
SCHEDULE OF ELEVATIONS
4" °
(ROOF L£ADE - U-713.0(ME)
AW=I2,( \ BC=12.4(ME)
MAP 50 NOTE:
LOT 101 ` ALL SYSTEM COMPONENTS SHALL BE \
Q MARKED WITH MAGNETIC TAPE PRIOR ,
TO BACKFILLING.
011
PROP. SOIL ABSORI
AREA - 12 TRENCHES.
LONG, 2 FT WIDE, 2 FT
' I 1 J SIX EX/57
,
c
" - - - PROP. LIMIT OF 5' OVER-E
``� --- J REPLACE FILL, A, AB, & B SOIL
- �2--- _ - - \ - - "APPROVED SAND" PER 31(
I - = 0,q - r-- 2h ---- - - - -
I
--OH - --
- --- - -- !� R=2650.39'
_-- -- -- - - d =007002'57"
PROPOSED
AS -BUILT
FINISHED FLOOR ELEVATION
14.02
INVERT AT FOUNDATION
11.28
EXIST. GREASE TRAP - INLET
11.18
EXIST. GREASE TRAP - OUTLET
---
EXIST. SEPTIC TANK - INLET
10.95
EXIST. SEPTIC TANK - OUTLET
10.66
PROP. SEPTiO TANK - INLET
10.56
PROP SEPTIC TANK -OUTLET
10.31
EXIST. PUMF CHAMBER - INLET
10.13 (PROP.)
EXIST. PUMP CHAMBER - OUTLET
10.39
DISTRIBUTION BOX #1 - INLET
11.45
DISTRIBUTION BOX #1 -OUTLET
11.30
DISTRIBUTIGN BOX #2A - INLET
11.25
DISTRIBUTI(,,N BOX #2A - OUTLET
11.10
DISTRIBUTI(iN BOX #213- INLET
11.25
11.10
DISTRIBUTIC)N BOX #26 - OUTLET
1A
11.3
1B
11.3
2A
11.3
2B
11.3
3A
11.3
3B
11.3
4A
11.3
4B
11.3
3A
5B
6A
'
=B
3
LEV.
AS BUILT
BREAKOUT ! : - "HIGH"
AS -BUILT
"LOW" -
PIPE INVER AS -BUILT
.;TONE
PIPE INVERT AS -BUILT
1GH GOUNDWATER
10.78 10.78
1 10.78
10.78
10.78
10.78
10.78
10.78
: -_
_ '8
78
='3 10.60
8.6 8.6
4.6 4.6
-' '
0
-
10.60 10.60
10.60
10.60
10.60
10.60
10.60
10.60
_ -
9,6 8:6
4,6 4'6
8,6 8,6
4,6 4.6
86
4,6
s,6
4,6
8rs
4,6
8.6
4.6
8,6
4.6
L=326.08'
CHB-S25057' 19"W
CHD=325.87'
MASSACHUSETTS S STATE HIGHWAY lROUTE 28
(PUBLIC - 80' WIDE - LAYOUT #2669)
(ASPHALT ROADWAY)
PLAN REFERENCES:
1. "DESIGN OF SUBSURFACE SEWAGE DISPOSAL SYSTEM IN YARMOUTH, MA"
DESIGNED FOR McDONALD'S USA, LLC, PREPARED BY NASHOBA
ENGINEERING GROUP. DATED JANUARY 2016, REVISED THROUGH 4/2/16.
2. "SITE CONSTRUCTION PLAN, MCDONALUS RESTAURANT, ROUTE 28,
SOUTH YARMOUTH, MASSACHUSETTS - UTILITIES PLAN WITH SEWAGE
DISPOSAL SYSTEM LAYOUT (SP-2)" DATED 4/6/89, REVISED THROUGH
10/10/89.
3. "BOUNDARY & TOPOGRAPHI �C(IATES, INCEDATTED PARED F0--p8-1 OR DONALD'S USA,
LLC BY CONTROL POINT ASS
APPLICANT:
MCDONALD'S CORPORATION
110 N CARPENTER ST
CHICAGO, IL 60607
OWNER:
MCDONALD'S CORPORATION
110 N CARPENTER ST
CHICAGO, IL 60607
PARCEL:
MAP 50, LOT 101
LOT SIZE: 1.25 ACRES
1060 ROUTE 28
TOWN OF YARMOUTH
BARNSTABLE COUNTY
MASSACHUSETTS
20 10 5 0 20
1 "= 20'
N
yA CI }
�I
LOCATION MAP
PLAN REFERENCE DENNIS MASSACHUSETTS USGS QUADRANGLE
FLOW COMPUTATIONS:
BL'.DING USE: RESTAURANT, FAST FOOD
DEdGN PARAMETERS: 4,460 S.F. FAST FOOD RESTAURANT.. 92 SEATS
DbIGN FLOW: 20 GPD PER SEAT
T((AL DAILY FLOW: 92 SEATS X 20 GPD PER 1 SEAT = 1,840 GPD
GABAGE GRINDER: NO
MNMUM SEPTIC TANK: 1ST COMPARTMENT = 1,840 GPD X 200% = 31680 GAL.
2ND COMPARTMENT = 1,840 GPD X 100% = 1,840 GAL.
- USE EXISTING 6,000-GALLON SEPTIC TANK AS 1 ST
COMPARTMENT, PROPOSED 3,000-GALLON SEPTIC TANK
AS 2ND COMPARTMENT
tii'ROGEN LOADING LIMITATIONS: N/A (SYSTEM UPGRADE)
S3IL ABSORPTION SYSTEM:
1. PERCOLATION RATE: <2 MIN/INCH
2. SOIL CLASS: I
3. TITLE 5 LONG TERM ACCEPTANCE RATE (LTAR). 0.74 GPD/S.F.
4 TOTAL AREA REQUIRED (TITLE V): 2,486 SF
5 TOTAL AREA REQUIRED (LOCAL CODE): N/A
6. LEACHING SYSTEM USED: TRENCHES
7. TOTAL AREA PROP.: (12 TRENCHES - 35' LONG X 2' WIDE X 2' DEEP) 2,520 SF
8 TOTAL ALLOVvABLE FLOW (DESIGN FLOW PROVIDED): 1,864.8 GPD
SIGN CRITERIA:
E LEACHING SYSTEM SHOWN ON THIS PLAN HAS BEEN DESIGNED IN
ACORDANCE WITH THE MASSACHUSETTS STATE ENVIRONMENTAL CODE - 310
C1R 15.00 - TITLE 5 AND LOCAL BOARD OF HEALTH RULES AND REGULATIONS
1/TH EXCEPTIONS, IF ANY; APPROVED BY THE PERMIT GRANTING AUTHORITY.
PUMP CHAMBER SYSTEM:
USE EXISTING 3,000-GALLON PUMP CHAMBER
(INDE DIMENSIONS 13.00' FT LONG X 7.00 FT WIDE X 5.25 FT HIGH TO INVERT)
*COrRACTOR TO CONFIRM INTERIOR DIMENSIONS OF EXISTING PUMP CHAMBER
PRIORI CONSTRUCTION AND REPORT ANY DISCREPANCIES TO ENGINEER OF RECORD
EMIENCY STORAGE PROVIDED: 3.43 FT X 13.00 FT X 7.00 FT = 312.1 CF
312.1 CF X 7.48 GAL/CF = 2,335 GALLONS
2,335 GALLONS > 1,840 GPD
30.5 HOURS OF STORAGE PROVIDED
PUN, REQUIREMENTS: REQUIRED HEAD = FRICTION LOSS + ELEVATION CHANGE = 11.68,
USE MYERS SRM4 0.4 HP PUMP
OR APPROVED EQUAL CAPABLE OF PUMPING 50 GPM @ 11.68' TDH
DOSE VOLUME = 115 GALLONS
DOSES PER DAY = 1840 GALLONS / 115 GALLONS = 16 DOSES PER DAY
PUMP RUN TIME = 115 GALLONS / 50 GPM = 2.3 MINUTES
MP MUST BE EQUIPPED WITH AN ALARM LOCATED IN THE BUILDING SERVED WHICH IS
FVERED BY A CIRCUIT SEPARATE FROM THE CIRCUIT TO THE PUMPS. IT IS
FICIPATED EXISTING ALARM PANEL WILL BE UTILIZED, CONTRACTOR TO CONFIRM
/--QUACY OF REUSE OF SAME. PUMPS SHALL BE CAPABLE OF PASSING A MINIMUM
!.ID SIZE OF 1 1/4 INCH DIAMETER AND SHALL BE INSTALLED IN ACCORDANCE WITH THE
iNUFACTURER'S SPECIFICATIONS.
TM
COMPLIANCE CHEI DATE
' CONSTRUCTION CH_(DATE CITY
SITE CIVIL AND CONSULTING ENGINEERING YARMOUI
LAND SURVEYING _
PROGRAM MANAGEMENT CONSTRUCTION CK DATE
LANDSCAPE ARCHITECTURE
SUSTAINABLE DESIGN PROJE(:o.:
PERMITTING SERVICES W20Z SITE I.D.
TRANSPORTATION SERVICES
THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURP' - v,,ITHOUT PRIOR WRITTEN CAD r 0 20 -010 8
AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUC,i,^E PURPOSES
0 BOHLER W202015-(-O.dwg
STREET ADDRESS
1060 ROUTE 28
kKU
N OF �OH
C IL
No. 41530
raf',; SS/ONAL IE 5476
O
❑
vwZj O
w�
�a
z0
(nO
U
LLI
(L
Wo Z �o
O (o
0 Z J
W -
_� Z O
Q
a. V
OW O Z
w m o V
�a
wO
a l=
wa
W LL
m U
0 W
a
ZN
J �
J Z
as
cn(n
p Z
Z J
a d
w
U Uj
LL �
STATE STATUS
H MA DRAWN BY:
COUNTY PLAN CHECKED
BARNSTABLE AS -BUILT
PLAN DESCRIPTION SHEET NO.
SEPTIC PLAN 1
SYSTEM OF 2
LL a
O a
w
H
a
0
:J
O
W
a
=i
a
Z
Z
(�
J
V%
IL
z
w
C7
¢
to
0
a
z
0
0
u
0
w
0
w
a
a
DATE
BY
05/04/20
MKB