HomeMy WebLinkAboutBLD-19-19372-1 X 1 1 7/8" LVL RIDGE ISD. X 15'
12-2X12 RIDGE :Qv
ASPHALT ROOF SHINGLES
2-1 4 12" RIDGE BD.X 1 U
%` CDX SHEATHING
✓O
2 101 O.C. @ ✓6„ 12"
O7"t
SIMPSON t12.5A CLIP 7'` R-41 FOAM
FALSE RAFTERS
i" GYP. BD. (TYP)
BALLOON FRAME
GABLE WALLS
2 X G @ I G" O.C.(TYP)
1 4'-4" 8 -
BEDROOM BATI-
5 F.G. INSULATION R-21 (TYP)
" 51J6FLOOP,
2X 10@ IG"O.C.
?° ANCHOR 3. 1 Y° X 9 4' LVL R-30
DOLTS @ 45 O.C. 1
W/ 3" X 3" X 4L" P.IN. 14'-32 g'_
2" CONC. SLAB ON 4'-G " X e
VAPOR BARRIER ON ! G"
221-G"
SECTION
GUTTERS $ DOWNSPOUTS
MATCH EXISTING ROOF PITCH,
SAVE AND TRIM DETAIL TO EXIST !NG
W.C. SHINGLES
ON " CDX 51-11EATH'G
FT F)
4'-0" 10'-0"
T.O. SVIARTVENT MUST BE BELO V BASE FLOOD ELE ATION
FOUNDATION FLAN
MICHELE
CUCI11-0
Ho, 347'74
STFIUGTUPAL
'�>�1 �f 18 STRUCT. QALY
PROP05ED ADDITION PLAN FOR:
Ry eY, SUZANNE � GARY HALL
&WIlcoIN:
x scnLe: eenwr� er: DAM
YARMOUTM, MA. 4,=1,-o DATE:
SURVEYING ENGINEERING ON: V`)ED:
HOME PLANNING & DESIGN # 148 PINE GROVE ROAD J06„:
11923
3 GIDDIAH HILL ROAD P.O. BOX 439 ALL MATERIAL5 AND METHODS OF CONSTRUCTION SHALL CONFORP UP,w,r G NUMMK:
SO. ORLEANS, MASSACHUSETTS 02662 TO THE MASSACHUSETTS STATE BUILDING CODE.A135ENCE OF
TEL: 508.255.8312 FAX: 508.240.2306 SPECIFIC ITEMS FROM DRAWINGS DOES NOT RELIEVE ANY PARTY A 3 OF
ryder—wilcox.com FROM CODE REQUIREMENTS.
c
Ec
U
14'-5 k
DOOR AND WINDOW SCHEDULE
TYPE
MANU.
UNIT#
QUAN.
R. 0.
REMARKS
D/11
AND.
TW 2442
4
2'-6 1%8" X 4'-4 7/8"
AWN
AND.
A-21
1 ?
2'-0 5/8" X 2'-0 5/8"
PROPOSED FI RST FLOOR PLAN
SCALE 4" = I '-O"
286 ± S.F.PROPOSED ADDITION
CONTRACTOR TO VERIFY ALL DIMENSIONS/CONDITIONS IN FIELD PRIOR TO CONSTRUCTION
MICHELE
CuDil:O
sTRu ITUf3AL
F
Ill -108 ONYJ
r
I
r' ri
---------- I- --------------------------- J
I L,
I
TOWN OF YARMOUTH L ---------------------------------------J
REVIEWED FOR BUILDING AND ZONING CODE COMPLI-
ANCE. ERRORS OR OMMISSIONS DO NOT RELIEVE THE
APPLICANT FROM THE RESPONSIBILITY OF' BUILT"
COMPLIANCE.
DATE:Iv` 104
BUILDING OFFI IAL
Yarniouth health Department
Ig�PP WD
Name bate
A CERTIFIED AS BUILT IS REQUIRED 795IL17ANNE
5ED ADoITION PLAN FOR:
BEFORE FINAL INSPECTION RAd er _ * GARY HA
»..,•e.....�..�..�,.�.,»..-...,r..�. ..��,�a..,,.�».�. . maw „.,w. r . . _ .. _ ,_: _ - _ H.,,i _.:.. ..,., ._ E ..�.x- �.� ,.....:, n, , .,."..,. ,- .>.,..,....n...A...�.,...-....,.,-..�,..,,
" `! HED'iLE �!0 PVC PI E rI_I t`+ .!Ir : :
T
TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR OR C7AWL SPACE vN. PITCfa l/8" PFR FT. /^fir r i•C7 FAA?^fi 9 2017
1 l� A S F'. TFr Fprlr'!(� DATI~ O ,SOIL T_ L2C
ELEV. 2.94 10 FT. MIN!MUIi 10 FT. M;'N, JhI« FROM a vGAB _ C r G
_ SOIL TEST DONE BY S `T :r R £>`JC'N+ ER,'_!G
2 PRESSURE PIPE
(NAD 88) 150 PS! h INI'.�UM -� ELEV. >'- 11.40 !" :. \ V-,TNESSED BY _P_EcNkAUQ_
r FV ENT
_5,x'1, __ e. r4 Aas� Ri::GUII ED 4
CONCRETE
TG MANE OLE lQJ+�'�' ._1'.� _------____.•_ � 1'------�__.-'_
COVER / DISCONNECT TEE � M F; C'1
PERCOLATION RATE _ < _2 MIN./INCH AT 36 INCHES
" AX " wax �� L,, 1� ELEV.
3.0 4" CAST IRON PIPE
3 •4"
(OR EQUAL) MINIMUM o o c
{
PITCH 1/4" PER FT. LEVEL�-
AFEL A1$L0FILTE 6' SUPA `-ELEV. _ _ ° c m 7.24
ELEV. - ° .21 .. ELEV. _ _ _ 40 f �?
DEPTH
HORIZ
TEXTURE
COLOR
N!0T1.
OTHER
0-7"
A/E
LOAMY SAND
10YR4/1
NO
ROOTS
7-17"
B
LOAMY SAND
10YR6/6
GAS LINE G
ROOTS
17=84"
C
MEDIUM SAND
2.5Y7/4
F3L*"
FLOW LINE I k s, t u,:,,.- WATER ENCOUNTERED AT, 75 ELEV.
-ELE`d.'= 6.94 10" I �%.RrtELEV. -----
MIN. ! 4 HIGH CAPACITY INFILT; t:TORS
GAS 3/8" DR,"L `IN/
--�7- I 4 �
�� j HOLE �ePi V -1T STONE IN AN UN;s sAL _7 5,03 . ° L ` , t t " "
8.29 BA. LE C T ' r' TRENCH FC;'R`AATON 'r�! n L. +.�. s .. CUL s t O� `I
ELEV. _ .._ TO BE WATER TES;ED 11 X 3s X 10 Vr'LL V., 2B
ELEV.' = 6.G'4 � � c r A SE I� ELEV. , _ _w'� _ � NUMBER OF BEDROO%lS �3_
(TO 13� PLACED 0,J FIRM BASE) � �_� u� ZO'v�. A � � a.
CHECK<QW PROFILES/4" TO 1 1/2" 1iai`4 i 10 '` INDEX. F.44 (2/2017) GARBAGE DISPOSAL UNIT �l
LIQUID OUTLET VALVE WASHED STONE C" �/` '%� q TOTAL ESTIMATED FLOW
"� GAL./DAY
DEPTH Tp� TOB PLACED ON FIRM BASE: ADJUST 1.4 (110 GAL,/^2./i)AY X 3 E> .)
4 FEET 14 INCHES - MYERS SRM 4
REQUIRED SEPTIC TANK CAPACITY _ �'�'�_ GAL
5 FEET 19 INCHES ., ..h �i 0.4 HP(MAX.) ACTUAL SIZE OF SEPTIC TANK _ CAL.
6 FEET 24 INCHES 1000 � LL0. ' tK ) r CAPACITY r ,tr
c OR EOUAL HALF USvS PF'0?AE'�E V'ATEF TABLE ELEV. = 2. 1 CA: ACITY OF SEPTIC TAN.. ��19_ GAL.
7 FEET 29 INCHES PU ( ) a r c= -�, n
8 FEET 34 INCHES �L` i F USGS PROPABL:_ WA TE TAE-1 ELEV. _ -- J-
` ' TANK, g " CONCRETE t s r �, 1 a i3" SQ.� CLASS r (CATION
r, OBSERVED V,ATER TABry._ (3/9/20,7) ELCV. _ _12 9 DESIGN PERCOLATION RATE < 5 MIN./!N.
12" CONCRETE `� BOTTOf. " IEST HOLE ELEV..= C EFFLUENT LOADING RATE S?,7 GAL./DAY/S.F.
ELEV. AT INVERT INLET _5.94 � /�» LEACH NG AREA -4 _ 0 --fa SO. FT.
�+ ELEV. AT ALARM ON
3.£4 �' '" �'' `1 + _ `' �' (1 34h5)+01.71X10/12)
n A
/� D I E P t �y -' REQUIRED FLOW PER CYCLE 2`� X _ = y82,5 GAL /CYCLE LEACHING CAPACITY (AREA 'X RATE) 341.0 GAL/DAY
.»ai�rr��� t.dl����� ��i=.�r� f "�t� ELEV. AT PUr:1? Q,d _3.7�3�
NOT TO SCALE ELEV. AT PUMP OFF 3•� �iC0.6G X 0.74
2 61~ VOLUME PEP, CYCLE I PIPE
/7.48 GAL/CU. FT, = 11.03_ CU. FT./CYCLETOP OF RESERVE LEACHING CAPACITY PdO"1i' GAL./DAY
s �t f" BOTTOM OONCRETE INS JE PUMPST
CHAMBER _1. �_ 14 4 ------ --_ � - CU. FT.
VOLUh E OF WATE,. I�. P 14 X 0.00694 X +EO FT. 1.3
` TOTAL MINIMUM VOLUME PER C SOLE __12.,.. CU. FT.
5X10X(5.33- 1.O�J_)X7.48 161?_ GALLONS
BOTTOM OF OUTSIDE PUMP CHAMBER 1.44 DISCHARGE _12.3 CU. FT. / 36.11 CU.FT.jFT. _ _' FT,NOTE
STORAGE CAPACITY (_33-1-- GA.L./DAY /7.48 GAL./CU.FT./35,11 (CU. T./FT.T) FT.
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
_1,22 REQUIRED _2M PR04';;'JED
TITLE 5 AND THE TOV,N'S RULES AND REGULATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS 7O SANITARY UNITS SHALL BE WATER -TIGHT AND
l i � «` r ,.� � ON'-. (FULL INUNDATION) BROUGHT TO FINISHED GRADE
J• 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
U4'a �T'• 2000 GALLON SEPTIC TANK H--20 & MONO 1000 GALLON PIMP CHAMBER H
_ ( ) t " � (x-20 &MONO) V,"THSTANDiNG H-10 LOADING UNLESS .THEY ARE UNDER OR VTwN
V,'EIGHT OF WATER DISPLACED N%SIGHT OF WATER DISPLACED i4 FT. OF DRIVES 0R PA^,KIP;G AREAS. H-20 LOAD!"," SHALL BE
llX8x(7.33)r!4.0 3"'�;2 LES. a 5,25x(E)x64.0 1!'144 IR`. USED UNDER OR V'RTHI". 10 FT.C' DR V_S OR PARKING AREAS.
V.�IGHT OF TANK PER t�'ANUFACTUEER25+0^D LES, VtrIGNT C'' TA^ K PER MANUFACTURER 1451+0 4. 4. ANY h.1ASONARY Uh.!TS USED TO BR;NG CO`JERS TO GRADE SHALL
LS
WEIGHT 0c '12" CONCRETE WEIGHT OF WATER IN SUMP. CE MORTARED IN PLACE.
ALARM 0 10x'3^, 1 C'JVx135 €750 La?S. � i i a �, 7 `IR I E DE COMPLIANCE i
� N t � • i .17x4,42.-O.F x�:�...r 1'73 L�'w, 5, NO DE c.P.h. ,.dAT:ON HAS BEEN i.9A._I� AS TO CC.. PLIA.tv„E V,•TH
EXCESS WEIGHT TO OFFSET FLOTA ,•. ,J WIGHT .OF 8' CO'. . T� DEEDED OR 70NING REGULATIONS. O? CER / APPLICANT IS TO
T'^R r^rr F
! PUMP C'v / 3295'2- 254p0+L75C BrSs LESS. 8.17x4 � 2x0.67x13,a 3" I� LBS, a I � ,� n r ap
( ) C9TA N SUCH DETER, NA 100 FROM APPROPRIATE ROPRIATE AUTHOR;TY.
I I , ' EXCESS W!EIr'HT TO OFFSET FLOTATION 6. UTLI1'ES SH04":'"t ARE APP *0X+g1ATE 0"ELY, EXCAVATIO CONTRACTOR
T
`I PUap Oi:r i'? .� 181�!_(14'S^0+1€'734 321w") 14C5 LIS. IS TO CALL 'DG -SAFE" AT 1-88E-344-7233 AT LEAST 72 HOURS
i $ -- c/� _�? t� PRI T !t EP iN Q.: 5 T�.
o -L=1 �' 1J i ORY 0 CO r C G WORK "' !
REED. L-� ?.$� J 7. CONTRACTOR TRACTOR IS TO VLRIFY GRADES AND ELEVATIONS AS WELL AS
L IS
.1� SITE CO�^fTO'v_ PRIOR TO COi�!?y+ENCi"dG V':"JRK 0' SITE. ANY VAR.AfiC".
BALLAST .r''�r E,�`r.L ,�;�.... I � �
L i; IS ,O B_ BROUGHT TO THE A I ENTICN CF THS. DESIGN ENGs"tiEER
l
t. -
i _i
1C. 4r. c.�TO_. _ TO, �... Atn `""cr'.I TECIRCUITS4
`, `, # t.< _ '. `_• 11. A.�AR, I� BE BOTH AUDIO A.. VISUAL.
12. A ZAE L Al b`O FILTER S T INSTALLED.
= I--- __�E i TE NCE;, . � L 0 E .
� n 1 r �eL }e�a.,r r �r>,, "' ~' 13. AN EL CTz C v IR D
TE I BE i � L
..
P: R!�1IT IS P.EQUI• ED TO WIRE PUMP AND ALARM.
7•,� \' �= � U�`"� f� �. •� � r,,•, �` `�� 14. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
1fA'1 S4 i aI' .e r MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE
/
FOR A
f ,p �.� s{t# ry REPLACED V.1TH MATERIAL AS SPECIFIED IN 310 CV -R 15.255:(3).
'" o ✓ �� �tSI ��a�r, ¢. y;',z ' f :,' :15. SEPTIC TANK AND PUMP CHAM9ER ARE TO BE WATERPROOFED AT
THE MANUFACTURER.
t BOX EXIST NG CESSPOOL IS TO BE PUMPED AND BACKFILLED OR REM04cD.
17. VARIANCES TO TITLE 5 AND YARMOUTH REGULATIONS:
8.6 , ^� A,' LESS THAN FULL WATER TABLE ADJUSTMENT VAR. OF 0.92'
LIV!T OF 5' -,
1 3
Pe�nait valid for REPAiIt t ►M. SEPTIC ':SYSfi'F 'SERVE AREA
LAND SUBJECT TO COASTAL ��^ 0VE°D`G i ONhY.:.. due to State 'and I oval septic variances.
"' '�$ STOP?,"�+ FLOGE °c `-! 8• •I 1?aard of health Tiview and approval is required for
Y
� any future idditionslrco+,%ations/alterations to
sewage facilities Anel/or strucfuresfdtvelling. `, '
CRAIG c4: R09„"J
Yarmouth HeaNh 1)eParfntcnt
Y
,y
APPROVED.- BOARD 0' HEALI
L,
It
NeuseDa e . AGENT
?ATE
LOT 12
,,•' PUMP C� £,. .. U .t ,L :c RO. OSEM e" ..s
c
Un
9.0
CHAMBER rr` --'T-
8.8 C.O. >< .7 x � +�*�,i t r` -- ,� R
i -
9.0 2000 GALLON cD :rj .•<. �t�: i.<.
>41. •.»') SEPTIC TANK
..it' "
h0' i
: LOC. .f •� ,, -
COS. MO CACCA l/0 } P E h. # a M.
w
EXISTING SPOT ELEVATION
00„0
EXISTING CONTOUR ----
00 ----
FINAL SPOT' ELEVATION
CQ�OJ
FINAL CONTOUR
Lti
SOIL TEST LOCATION
UTILITY POI E _0_
TOWN WATER-W-�---
VI_
CATCH BASIN
GAS LINE G
CLEAN OUT
CESSPOOL C.P.0
• � ! - ' S - .� k
BRIAN P, & CHrRYL A. W j
SULLIVAN FIRST FLOOR z
FIRST FLOC.,. .,, �
H. AfARVAI COULD s 10.9 ELEV. - 11.0+ Ct a « r. Z;
ELEV. _-- _ 203 SETUGI:ET ROAD
D
508- P. 0. BOX 713
r : X85--6903 SOUTH G�NNIS, MASS. 02660
LiGARDINER
r �'=
► 1 DATE M AR. 10, 2017 SCA.LE 1" 20'
I
PEREGRINE
TOP OF FCUNDATON I _ .}}
c ct� N0.
I JOB -�.�•
.., APR. S, 2017
ELEV. �`,�0
REV.
0 10 - 20 40 60 80 n REV.
- ; >� LOBATION "AP SHEET 1 pf 1
_ EX. STN,, PROPOSED AEDITON
- _ L
C. S$�P.RO.J 7830-00 c+o g 783u-S.QS.Dt3�G O 2017 SV,EETSER ENG!NEER'"dG j
�. - •
(OR EQUAL) MINIMUM
PITCH 1/4" !Z FT. WArMI011 LEVEL
:.•' MIL
„-171 ;ry 15L
DEPTH
HORIZ
40 PVC CLEAN SAND
4MINCPITDCHE
ems .. 1
TOP OF FOUNDATION
20 FT. M INIMUM FROM CELLAR OR CRAWL SPACE
/8" PER FITE
INSPECTION PORTFILTER FABRIC
DATE OF SOIL TEST MARCH 9, .2017
7-17"
1'0 FT. MINIMUM FROM SLAB
LOAMY SAND
SOIL TEST DONE BY SWEETSER ENGINEERING
_ 9.94
ELEV. - ___
10 FT. MINIMUM 2" PRESSURE PIPE
MEDIUM SAND
WITNESSED BY P RENAMUDL _
(NAD 88)
150 PSI MINIMUM
ELEV._ • 11.40 MA VENTVEt
CONCRETE
COVERS 7 MANHOLE:
-�•$4- 9.15 MIN. REQUIRED
QUICK
OBSERVATION HOLE '� ELEV.= 7.554
COVER
-
gISCONNECT TEE FLOW Z
PERCOLATION RATE _ < 2 MIN./INCH AT -36___ INCHES
�. - •
(OR EQUAL) MINIMUM
PITCH 1/4" !Z FT. WArMI011 LEVEL
:.•' MIL
„-171 ;ry 15L
DEPTH
HORIZ
TEXTURE
COLOR MOTT. OTHER
0-7"
A/E
LOAMY SAND
10YR4/1 NO ROOTS
7-17"
B
LOAMY SAND
10YR6/6 ROOTS
17-84"
C
MEDIUM SAND
2.5Y7/4
= 6.94 FLOW LINE $-38� Y LINER WATER ENCOUNTERED AT 75_ ELEV. _ __1.29 _
ELEV. 6.94 10" ELEV. = 4
'MIN' 3/8" DRILL -_$.OZ_ - 4 HIGH CAPACITY INFILTRATORS
BOXWITH STONE INA z 5.03 �, E IGN ALCULATION
BAFFLE HOLE TO BE WATER TESTED 11' X 36' X 10" TRENCH FORAATION WELL MIW1 29 ELEV. 5_94_ i
ELEV. _ _6.29__ - �, NUMBER OF BEDROOMS 3
ELEV. = 6.04 x (TO BE PLACED ON FIRM BASE) 1n ZONE A
CHECKLOW PROFILES/4" TO 1 1/2" SOIL PTI INDEX 8.44 (2/2017);, GARBAGE DISPOSAL UNIT NO
LIQUID OUTLET VALVE WASHED STONE ADJUST 1.84 TOTAL ESTIMATED FLOW 3 BR.)
SYSTEM (SAS)
(110 GAL./SR./DAY X 330 GAL./DAY
DEPTH 'TEE 4 FEET 14 INCHES mSEP-nC
D ON FIRM BASE) _ REQUIRED SEPTIC TANK CAPACITY 86Q_ GAL.
p� MYERS SRM 4 ACTUAL SIZE OF SEPTIC TANK _V00� GAL.
5 FEET 19 INCHES j 0.4 HP (MAX.) CAPACITY OF SEPTIC TANK 102 GAL.
6 FEET 24 INCHES(OR EQUAL) HALF USGS PROBABLE MTER TABLE ELEV. = 2.2_1
7 FEET 29 INCHES USGS PROBABLE 1AATER TABLE ELEV. = 3.13 ,, SOIL CLASSIFICATION8 FEET 34 INCHES g" CONCRETE - OBSERVED WATER TABLE(3/9/2017) ELEV. = 1_29 `° DESIGN PERCOLATION RATE <-5_ Mi 1./IN.
12RETECHAMBER BOTTOM Of TEST HOLE ELEV. = 0.54 EFFLUENT LOADING RATE A.7-4 GAL./DAY/S.F.
ELEV. AT INVERT INLET _ 5_94 _ � CALCULATIONS:
� LEACHING AREA .4Z•�3 SQ. FT.
3_94 _ UMP CHAMBER E LCU LAT (11X36)+(47X2X10/i2)
ELEV. AT ALARM ON 3.78 _ LEACHING CAPACITY (AREA X RATE) 351.OQ GAL./DAY
SEWAGE DISPOSAL SYSTEM PROFILE ELEV. AT PUMP ON 3-� REQUIRED FLOW PER CYCLE .25 X --IN _ �2� GAL./CYCLE 474.33 X, 0.74
NOT TO SCALE ELEV. AT PUMP OFF VOLUME PER CYCLE 82.5 GAL CYCLE /7.48 GAL./CU. FT. = 11,03 CU. FT./CYCLE N RESERVE LEACHING CAPACITY NONE GAL./DAY
TOP OF CONCRETE BALLAST _2-61-- VOLUME OF V,.ATER IN PIPE 3.14 ) 0.00694 X 6Q _ FT. _ _x•31_ CU. FT.
CAPACITYTANK BOTTOM OF INSIDE PUMP CHAMBER 1.94 TOTAL MINIMUM VOLUME PER CYCLE _ 12.34 CU. FT.
BOTTOM OF OUTSIDE PUMP CHAMBER 1.44 DISCHARGE _12.34 CU. FT. / 36.11 CU.FT./FT. _ __x_34 FT. (1000 G.S.T.) ! NOTES:
5X10X(5.33- 1.00 _)X7.48 1619 GALLONS STORAGE CAPACITY (3 _ GALAAY /7.48 GAL./CU.FT./36.11 CU.FT./FT. FT. i 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
x,32 REQUIRED 2.00_ PROVIDED TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE WATER -TIGHT AND
I � BUOYANCY CALCULATIONS: (FULL INUNDATION) BROUGHT TO FINISHED GRADE.
PUMP
I TC/� jiES T A 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
t,� l � 2000 GALLON SEPTIC TANK (H & MONO) 1000 GALLON PUMP CHAMBER (H- 20 & MONO) WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
WEIGHT OF WATER DISPLACED WEIGHT OF WATER DISPLACED 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
11x6x(7.33)x64.0 30962 LBS. 9x5.25x(6)x64.0 18144 LBS. USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
WEIGHT OF TANK PER MANUFACTUREF,25080 LBS. WEIGHT OF TANK PER MANUFACTURER 14:500 LBS, 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
WEIGHT OF 12" CONCRETE WEIGHT OF WATER IN SUMP I BE MORTARED IN PLACE.
10x5x(1.00)x135 6750 LBS. I 8.17x4.424.8342.5 1873 LBS. 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
ALARM ON EXCESS WEIGHT TO OFFSET FLOTATIOP WEIGHT OF 8" CONCRETE DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
32962_(25080+6750) 868 LBS, 8,17x4.42xO.67x135 3266 LBS. OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
PUMP ON EXCESS WEIGHT TO OFFSET FLOTATION 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
N 18144-(14500+1873+3266) 1495 LBS. IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
PUMP OFF---,..� PRIOR TO COMMENCING WORK ON SITE.
REC. L=28.88' ��11 V �' T� ;T 7 7. CONTRACTORCONDITIONS TO VERIFY GRADES AND ELEVATIONS PRIOR TO COMMENCING WORK ON SITE. SANYLVARIATION
ei
L AS
.� L� SITE CONDIT S
BALLAST IS TO BE BROUGHT TO TH
i OU E ATTENTION OF THE DESIGN ENGINEER
8. PARCEL IS IN FLOOD ZONE AUL.-i-
`" ""'p"" "�^`'""w--••. 9. LOT IS SHOWN ON ASSESSORS MAP 25 AS PARCE 217
7.4 18,00' VENT» O0• •..„, 10. PUMP AND ALARM ARE TO BE ON SEPERATE CIRCUITS.
81 11. ALARM IS TO BE BOTH AUDIO AND VISUAL.
12. A ZABEL A1800 FILTER IS TO BE INSTALLED.
�O 0 40 ML VINYL 13. AN ELECTRIC PERMIT IS REQUIRED TO WIRE PUMP AND ALL -.RM.
+ 7. LINER 14. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
5 FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE
`�� , ��� /`� REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3).
O \ ST / 15. SEPTIC TANK AND PUMP CHAMBER ARE TO BE WATERPROOFED AT
V� \ D. 1>, pp> > 0' THE MANUFACTURER.
BOX . 16. EXISTING CESSPOOL IS TO BE PUMPED AND BACKFILLED OR REMOVED.
17. VARIANCES TO TITLE 5 AND YARMOUTH REGULATIONS:
8).,/8.6 A. LESS THAN FULL WATER TABLE ADJUSTMENT (VAR. OF 0.92') WORK MUST C N TO ALL B. NO RESERVE AREA.
LIMIT OF 3 TOWN BYL .& RE�ULAT NS
�Q} LAND SUBJECT TO COASTAL 8
STORM FLOWAGE8.9
8.
8.
LOT 12
8.9
9,9J4.6 f S.F. g� �
PUMP
�•0 V CHAMBER
8.8 C.O. X', 7
9.0 2000 GALLON
147.31' O SEPTIC TANK
COS/MO CA CCA VO
D.
EXISTING SPOT ELEVATION OOxO
EXISTING CONTOUR ----00----
FINAL SPOT ELEVATION 00.0
FINAL CONTOUR 00
SOIL TEST LOCATION Q
UTILITY POLE -0-
TOWN WATER -WSW
CATCH BASIN
GAS LINE C.O."
CLEAN OUT
CESSPOOL C.P. Q
BR/AN P. & CHERYL A.
SULLIVAN
0 10 20 40 60 80
I*]
CRAIG &ROB/N YARMOU WATER ED F T DATE
BRICKLEY
H. MARTIN GOULD FIRST FLOOR
ELEV. = la9f
FIRST FLOOR
ELEV. = 11.0+
EXISTING
DATE
AGENT
PROPOSED SEPTIC DESIGN
FOR
GARY & SUSANNE HAIL
148 PINE GROVE RD.
SOUTH YARMOUTH,
203 SETUCKET ROAD
508- P. 0. BOX 713
385-6900 SOUTH DENNIS, MASS. 02660
DATE MAR. 10, 2017 SCALE 1 " = 20'
i
RE
v' APR. 8, 2017 Joe No. 7830-qL__]
PROPOSED ADDITION LOCATION
MAP
REV.
SHEET 1 OF 1
C.•\S8\PROJ�7830-00\dwg\7830-SAS.DWG
0 2017 SWEETSER ENGINEERING