HomeMy WebLinkAbout68 Harbor Road Site Plan of LandACCE55 COVERS MUSTBE WITHIN
4 6' OF FINISH GRADE INSPECTION 9' MINIMUM.
PORT I N VER T EL E VA T / ONS: DES l GN CR l TER I A
14:92 3' MAXIMUM GENERAL
NOTES:
FIRST 2TO INVERT AT BUILDING: 11.5 DESIGN FLOW:
8E LEVEL INVERT IN SEPTIC TANK: 11.25 4 BEDROOMS AT 110 G.P.D. PER 1. THIS PLAN 1S FOR
THE DESIGN AND CONSTRUCTION
I'.DfAp PIP£
INVERT OUT SEPTIC TANK //.0 BEDROOM EQUALS 440 G.P.D. OF THE 'SEWAGE DISPOSAL SYSTEM AND PERMITTING
CLEAN SAND BACKFILL INVERT IN DIST: BOX lO_67_
!I PURPOSES ONLY.
-5• 11.0 lO.S NO GARBAGE GRINDER
I l , 25 a AAs 1 / ' AROUND AND 2 `OVER CHAMBERS 1 NVERT OUT DIST. 80X: 10.5
BAFFLE 10:67 10,4P 9.5
INVERT IN LEACH CHAMBER: 10.42 2. VERTICAL DATUM IS NGVD. FOR BENCH MARKS
3 OUTLET /3 HIGH CAPACITY INFITRATOR BOTTOM OF LEACH CHAM9fR:' 9:5 SEPTIC TANK REQUIRED: SET. SEE SITE PLAN.
y D-BOX CHAMBERS IN. TRENCH FORMATION ADJUSTED GROUND WATER: 4,2 : 440 G.P.D. X 200% 880 GAL.
1500 GALSEPTIC TANK PROVIDED:
SEPTIC TANK 6'CRUSHED STONE OR OBSERVED GROUND WATER: 2.91500 GAL. MIN. J. ALL CONSTRUCTION METHODS AND MATERIALS AND
. '
MAINTENANCE OF THE SEPTIC SYSTEM SHALL
COMPACTED BASE BOTTOM OF TEST HOLE +1 2.4 SOIL ABSORPTION SYSTEM REQUIRED: CONFORM 70 MASS.-D.E.P. TITLE 5 AND LOCAL
/� pOE 1 L Lc / INDEX WELL M/W 29, ZONE;A DESIGN PERC RATE l 5 MIN7INCH BOARD OF HEALTH REGULATIONS.
1\j T Ll :NOT TO SCALE FEB /1 READING-7.7'. ADJ-I.3' SOIL TEXTURAL' CLASS - !
VI EFFLUENT LOADING RATE -"0.74 GPDISF 4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER
440 GPD / 0-74 GPD/SF - 595 S.F. REQUIRED AREAS SUBJECT TO VEHICULAR TRAFFIC OR GR
EA
/ THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH
PROVIDED: 13 HIGH CAPACITY INFILTRATOR STANDING H-20 WHEEL LOADS.
4 < Ew r CHAMBERS. 81.25'x 7.79 SF/FT 633 S.F.
ti 0
633 S.F. x'0.74 - 468 GPD 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR
EDG4 OF wpODS APPROVED EQUAL.
' £W 2
� p7 �O SCNI_r " afrSOIL
/- PIT
7- q ,
.Ib _ S0 1 L TES T / 1 1 DA I ri ® 6. SEPTIC TANK AND D-BOX SHALL BE REINFORCED
a 72 .,..
s N l = TO BE INDICATES INDICATES PRECAST CONCRETE OR APPROVED POLYETHYL£
NE.,
SPLA' L Ex TND : `100 SF PERCOLATIdN �- OBSERVE BOTH SHALL BE WATERTIGHT." D-BOX' SHALL BE WATER
sN TEST - GROUNDWATER TESTED FOR LEVEL
ISOLATED WHEN THERE IS MORE THAN ONE
.
IFETLAND
o E�jSTIN60pR �. 0.2ss: S.F. TP r! OUTLET,
��. N -
NGE a, a .} PROPOSED ' m. EW 3 -,
St ED 2 STORY
° w/NpoSToaK " ADDrrrou: LAWN 4. _ 0. HORIZON TEXTURE COLOR 7• BEFORE CONSTRUCTION CALL 'DIG-SAFE'.
DRIVE
2 N N 12.9 1-868-DIG-SAFE AND THE LOCAL WATER DEPT,
1J SIGN CAPACITY ppvEO j ' ;. '.PaOvasEn_ w EW 4 FORLOCATIONOF .UNDERGROUND UTILITIES.
I STORYC r5AND
�/INFILTRATOR CHAYBERJ ADDITION=22'j W/DECK OVER > EXISTING SEPTIC SYSTEMTO BEPUMPED DRY.
8[�T REMOVE AND ` t 3s' =CONSERVATION NO1 ES REMOVED ALONG WITH ALL CONTAMINATED SOIL
RFLOCATEGAS LINE - cBN. -ON GG o:.- vAOvosEO r = ,AND BACKFILLED WITH CLEAN SAND.2 -+-f' - - 100SF WITHIN OTHE WORK LIMIT SHOWN SHALL 8E FITTED WITH A'SILT EL-12.8 1' ADDIrlous `A. -so- sETRACK oFENCE AS REQUIRED BY THE CONSERVATION COMMISSION. 9. NO DETERMINATION HAS BEEN MADE AS TO
6•=ExSTORY PCFCI( �EWCOMPLIANCE WITH DEED RESTRICTIONS OR ZONING
THE FENCED,B'ORK L7M1T SNALC CONSIST OF A CONTINUOi.'S. K P- \STAKED DUG-Jh' FABRIC SILT FENCE. THE F£NCE'SHALL REGULATIONS. 'IT SHALL REMAIN $H£ CLIENTS
�- .OWEDREMAIN IN PLACE UNTIL THE DISTURBED GROUND IS _ RESPONSIBILITY TO OBTAIN ALL PERMITS, SPECIAL
w �STABILIZED COMPLETELY. PROV/DE ALTERNATE SILT FENCE c �p-Rox asecoxD % /pyFLOOR OVER LAWN L 0f `Y0
�) 44'PERMITS. VARIANCES ETC. FOR THIS PROJECT.
SUCH AS STAKED HAYBALES IF NEEDED AS DIRECTED BY THE - £ P.1 �- ` � -�-
p u°vE aN0 s :(l . 786± S. F Elf 6 'b, 6
CONSERVATION COMMISSION. Q gE TN
o _ ,.REPIp N ` v A f20' TO. HAVE L THE MPROPOSED CBUILDi NGFOUDATON.
'�••� 10RESPONSIBILITY
2. NO CONSTRUCTION RELATED ACTIVITY SHALL OCCUR ON THE c�+ '� : ^ 2.9 DESIGNED TO ACCOUNT FOR THE EXISTING GRADE
g o 9i. SECSTORY o = n
126' 2 4 AND SOIL COND(TlONS A7 TNE20CATION OF THE
WETLAND SIDE OF THE WORK LIMIT. a I
1500rWLON-
�_- PROPOSED BUILDING..
SEP TI TAHR DECK µ o.. DATE: FEBRUARY 16. 201 /
3. ROOF DRAINS SHALL BE DIRECTED TO SUITABLY SIZED _ "' ! _ o. -
DRYWELLS OR STONE TRENCH ALONG THE DRIP LINE FOR`, o a TEST BY: STEPHEN HAAS
STORMfYATER RUNOFF CONTROL r
REPIgcE AND �_ - WITNESSED BY: PHIL RENAUD
9za EXPAND DECK PERC RATE: C 2 MIN/INCH
4: INJTIAL SDIL'STABILIZATION WITHIN THE WORK LIMIT o o Z'yb O.f
SHALL BE ACCOMPLISHED BY APPLICATION OF MULCH AND/OR Q 7
LOAM AND SEED WEATHER PERMITTING.
5. ACCESS FOR DEMOLITION AND CONSTRUCTION SHALL'Bf'VIA \--NEW WA TER LINE - tt v, - ;}f
THE STREET SIDE OF THE PROPERTY WITH LIMITED ACCESS fUP
23612
�
AS SHOWN AROUND THE PROPOSED DWELLING SITE. f
, Fb ♦ --^ F .tom, A >l �lt /`".
6. ALL .DEBRIS SHALL BE LADED FROM THE, SITE AS IT IS 4 J 3JZI�zci/ <_�" •-
PRODUCED AND TRANSPORTED TO A SUITABLE SOLID WASTE rytL
HANDLING FACTL/TY. /
7. REFER TO ANY ORDER OF CONDITIONS ISSUED FOR THE
PERFORMED {YORK ACTIVITY BY THE YARMOUTH CONSERVATION
T E R L. A /V O ,c Z A /V
COMMISSION.
68 HARBOR ROA0 . : MAR 2 / RARCEL " '
MIA
RR ERA REO FOR
LEGEND
m / C! CB CONCRETE BOUND
KA N 1 / I<A Nz% R / q
-
-W- WATER LINE
HYDRANT S CA L E' / 2 O MA R CH - 17
mQ 2O/ /
GAS L 1 Nf - p
-- /� /� I p \ /
Djo, -OHW-- OVER HEAD WIRES jjj� E A V L� E S U I\ V E Y I No > I NC
LIGHT POST irk
OCUS ' . G l - • -
- _E- UNDERGROUND ELECTRIC L1 � '' 9 R o t e 6 A
23 u
Yarmouth ort MA" 02675
-T- UNDERGROUND TELEPHONE L E� ry r� /� P
`-r o wl���/11� (508 362-8 I32
LEWIS enr -CTV- UNDERGROUND CABLEVISION ' 1 _ //y ��
-1-40.4 SPOT ELEVATION { J CD / (506) 432-5333
/ 4�0 EXISTING CONTOUR fFa
LOCUS MAP ` - -R70 PROPOSED CONTOUR
0 10 20 40 r - ,
JOB N0: /1-003 F)ELD:CFW/EEKCALL: SAN/LFII' CHECK: CFA' DR
N: SAH