HomeMy WebLinkAbout167 River Street - Sewage Disposal Upgrade DesignREVISIONS -
SEPTIC TANK DETAIL: 2,000 GALLON INVERT ELEVATIONS: NO. DATE _DESCRIPTION
SOiL TEST PIT DATA: 9/14/06 PROFILE: NOT TO SCALE NOT TO SCALE ;
NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND PVC O TEES -I BE CAST IRON, TOP OF FOUNDATION 11.0 A �y g
TEST PIT _-#� - 2. SEPTIC TANK TO WITHSTAND H-10 LOADING TEESSCHET aD PVC TR CAST -IN-PLACE CONCRETE. --
REINFORCED CONCRETE. TEES TO BE CENTERED UNDER MANHOLE COVER. 4" INVERT AT BUILDING 7'00 B
FINISH GRADE a a
GRD. EL. 6.8
EL ELEVATION 9.f-9.3 UNLESS UNDER PAVEMENT, DRIVES OR 4" INVERT AT SEPTIC TANK (IN) 5.50 C
EST, HIGH GW. 2'S* EL=A 9.3 SHALL APPLY.' WHEREIN H-20 LOADING 4" INVERT AT SEPTIC TANK (OUT) 5.25 D GENERAL NOTES:
TOP FWNDAnON y/�� I/.� �.a t. THIS PIAN IS FOR DE'.ICN AND
FILL *GROUNDWATER BASED ON BASS RIVER ELEV=2.5 CONCRETE COVERS TO WITHIN ��� 1 1 2' PVC 3. ALL PIPE CONNECTIONS AND CONCRETE 2-24' DIA CONCRETE MANHOLES " CONSTRUCTION OF THE SEWAGE
PER YARMOUTH HEALTH DEPARTMENT EL=10.33 6" OF FINISHED GRADE. CONSTRUCTION SHAH BE WATERTIGHT. W METAL HANDLES BROUGHT 4 INVERT AT PUMP CHAMBER IN 5.10 E
/ ` / DISPOSAL FACILITY ON -Y.
/ 18 OBSERVED GROUNDWATER AT ELEV=1.3 4. FILL ALL UNUSED KNOCKOUTS WITH SIONE &30TO 6' OF FINISH GRADE 3" INVERT AT PUMP CHAMBER OUT 4.85 F 2. ALL CONSTRUCTION METHODS AND
.'r MORTAR. TEE TO BE UNDER
72" MIN,
MATERIALS SHALL CON=ORM TO MASS.
�' OF HEALTH REGULA7104S.
CRAWL r `' °_ 1-8.00 I=
FIELD j M.H. OPENING D.E.P TiTLE 5 AND LOt:AL BOARD
/ L. SAND SPACE r 4" P f . :';; O W Qs6 L �3'
10YR3/3 / 4' PVC '` = _ r _.. BQT �Y. R 7.5 :: S
" c,� _�`: K 4. 3. ALL PIPES LOCATED UVDER PAVEMENT
30 �. OR TRAVELED WAY SHILL BE SCHEDULE
B / SCH 40 3" � PVC FORCE M0.1N' . . ' } 4 "• i_ _ .. ': 4`: + W RAISE M. W,L :
=9 I=p r ` ' +`; IL m 12'-0" SEWER BRICK o; • ".�� e 40 OR EQUAL
/ L. SAND / .r
10YR4/6 " i• I=F SAND FILL. SEE �- 11'-B' �1 &MORTAR NORMAL WATER LEVEL 12 4, THERE ARE Na K150 F PRIVATE WELLS
INVERTS AT LEACHING FACILITY: LOCATED WITHIN iso FT of THE
36 p I=C i=E NOTES 5 & 6 L 3" PROPOSED LEACHING (•AGILITY NOR
EL = 3.8 <�. 5` SEPARATION 14" ANY KNOWN WELLS PFOPOSED WITHIN
SEPTIC TANK PUMP CHAMBER PRECAST SEPTIC TANK . ' i0• 1 1/2 INVERT AT LEACHING FIELD $,Q G 150' OF ANY KNOWN LEACHING FACILITY.
M. SAND 5'-1'
.. INLET TEE _ BREAKOUT 8.3 5. WITHIN LIMIT OF EXCA�'AT10N REMOVE
t 0YR7/3 50" O - C
6'-0" 4'-6' 4'-0' MIN. om eoo a 5 -8
ALL TOPSOIL. SUBSOIL AND OTHER
. 1 '.; ELEVATION AT BOTTOM IMPERVIOUS MATERIAL.
OBS GW
66 GROUNDWATER - 2.5 NGVO} V-6' Z5 .e LIQUID DEPTH (GAS a' OF LEACHING FIELD 7.5 H 6, REPLACE ALL EXCAVATED MATERIAL WITH
ELEV=1.3 CLEAN GRANULAR SAND, FREE FROM ORGANIC
:. i
N "• ADJUSTED HIGH TIDE/ MATERIAL AND LAYERS
OF SUBSTANCES.
'" <•. MIXTURES AND LAYERS OF DIFFERENT CLASSES
- ..�` ::'-.�'F,:; -esu: <s:::o; ; •�•:�c :e°:=�'::� 2.5 J ,.
f �yy BOTTOM ON LEVEL STABLE BASE EL=1.0 baa
GROUNDWATER OF SOIL SHALL NOT BE U..ED. THEFILL SHALL
102" INDICATES ae 3" NOT CONTAIN ANY MATER141. LARGER THAN
EL = -1.7 ESTIMATED PLAN VIEW 1 1 2' STONE CROSS-SECTION VIEW ��d� � TWO INCHES. A SIEVE ANALYORKE) O USING A #4
SEASONAL HIGH 6" MIN, 3/4" TO = �r SIEVE, ENTA BE PERFORN)1' IL A
DATE: GROUND WATER REPRESENTATIVE SAMPLE 37• FILL UP TO 45%
/ BY WEIGHT OF THE FILL S(HPIF MAY BE
9/14/06 INDICATES SEPTIC TANK BUOYANCY CALCULATION. RETAINED ON THE #4 SIEID ON THE SIEVE ANALYSES
TEST BY: DESIGN CRITERIA: OFSFIL SAMPLE PASSINGTHE#44 SIEVE.
THE BSC GROUP, INC. OBSERVED VARIANCES REQUESTED: DATUM:
GROUND WATER H-1 O 2,000 GAL. MATERIAL MEETS EACHANALYSES MUST NOFRATE THAT THE
E FOLLOWING
EXISTING FLOW: sPECIFlcgnorts:
WITNESSED BY:
AMY VON HONE INDICATES VERTICAL DATUM: NGVD 1929 BUOYANCE FORCE _ (2.5'-1.0 ') X 62.4 Ib/cf X 12.0' X 6.0' =6,739 LBS 6 BEDROOMS AT110G.P.6./D 660 G.P.D. t0ox MUST PASS #4 SIE /E.
PERC. RATE: ,PEST• TITLE V: SECTION 15.255: TO ALLOW THE TOE OF SLOPE TO BE 0' FROM WEIGHT OF TANK = 14,160 LBS (4.7s mm EFFECTIVE FARncLE SIZE)
_ �_MIN./INCH BENCH MARK USED: HYDRANT Lay .30 EF PASS 90 SIEVE
FRONT PROPERTY LINE (DRIVEWAY) TAG BOLT #159 WEIGHT OF SQIL = (1' X 12.0' X 6.00') X 85 ib/cf = 6,120 LBS (0.3o mm EFFECTIVE F'ARncLE SIZE)
501E EVALUATOR PROPERTY LINE W LIEU OF 5'. (40mil LINER) 14,160 LBS + 6,120 LBS = 20,280 LBS > 6,739 LBS DESIGN FLOW: or.-2aY. MUST PASS #730 SIEVE
MARK DIBB INDICATES ELEV=9.5�% / (0.15 mm EFFECTIVE PARTICLE SIZE)
UNSUITABLE $ BEDROOMS AT110G.P.B. D 880 G.P.D. 07.-57. MUST PASS #2Co SIEVE
Lj MATERIAL TO ALLOW THE S.A.S. TO BE 8.0' FROM THE (0.075 U EFFECTIVE PARTICLE SIZE)
SOiL CLASS: BENCH MARK USED: CB W/DRILL HOLE �. EXISTING UTILITIES AR-' A SHOWN
1 PROPOSED GARAGE iN LIEU OF 10'. ELEV=6.87 IN THE TRACTOR ARE APPROXIMATE.
REQUIRED SEPTIC TANK: THE CONTRACTOR swtL BE RESPON-
SIBLEL.T.A.R. 880 X 200% = 1,760 GAL. COOK FOR PROPERLY LOCATING AND
0.74 G.P.D./SO.FT. COORDINATING THE PROPOSED SAFE
- / SEPTIC TANK PROVIDED: _ �ooa cAl• AND TH ON ACTIVITY UTI 010 -SAFE
AND THE APPLICABLE UTILITY
- -/COMPANY AND MAINTAINING THE
EXISTING UTILITY SYS'EM IN SERVICE.
I SiZE OF LEACHING FACILITY REQUIRED: DIG -SAFE SHALL BE gnnFIED PER
/AS DEPICTED HEREON - - - - �- --�_CHUSETTS
THE STATE OF MASSt,. SECTION
GRADING ALLOWED i EOCE Of PPgvEf,,Err - DESIGN PERC. RATE: <2 MIN./ INCH STATUTE CHAPTER B:', SECTION 409
LIMIT OF EXCAVATION / PER DPW DIRECTOR LONG TERM APPL. RATE 0.74 AT TEL 1 -B88 -NOT 3U33. THE
5' OFF EDGE OF SAS JAN 25, 2007 l _ _ _ - G.P.D/S.F. ENGINEER DOES NOT ;1)AT ALL
[CIE3
NCH.+ARK: t R 1 1 - THEIR ACCURACY OR itiA7 ALL v1/DRILL HOLE SEE NOTES 5&6 -) ER STR CBG�P��---® 880 GPD ; 0.74 GPD/SF 1189 S.F.UTiUT1E5 AND SUBSURFACE STRUCTURES
:.nOr$7 (NGVD 1929) `_/r..7 j'�� - ARE SHOWN. LOCAnOV:i AND
1 /4" PERFORATIONS C �mP/ ° ce
(PUBLIC 29 5 inDC) �oFl�`�G°Pc��P CB ELEVATIONS OF CORDUNDELAMS. UTILITIES
TAKEN FROM RECORD !:LANs. THE
_ J - /= 0_5.o_O.0.((4s / SIZE OF LEACHING FACILITY PROVIDED: CONTRACTOR SHALL 'VERIFY SIZE,
OHW - _ _ I / LOCATION AND INVERTS of UTILITIES
PT OHY 04W TOTAL) 6,5 _--- pr ¢� Ao AND STRUCTURES AS REQUIRED PRIOR
/ TO THE START OF C(NSTRUCTION.
_ EDGE OP P �`-
oHt AVEMENT °� 00 _� 880 GPD - 0,74 SF/GPD 1189 S.F, _
OHW _ / �/ B. TH i SYS`IEM IS NOT )C5iGNEI FUR
r C /DH CONFiRMW&A S VICE'+t ,�° _ ` / HYDRANTFSEMCF7MAr7AG BOLT #t 59 THE USE OF A GARB, GRINDER.
^/ "� USE LEACHING FIELD A GARBAGE GRINDER If: NOT
`- �'i F 16 Y g , WG PRIOR TO CONSTRUC7TON ' LIFE CNW� C---- OHYI ----�� CHW
ELEVATION=9.57 (NGVD 1924) RECOMMENDED DUE TD RECOGNIZED
8.00 �f OHVr , e ADVERSE IMPACTS TC THE LEACHING
s.7 sro Ao CHVI -- - -` `� _ r' BOTTOM z4,0 x 50.0 = 1200 S,F FACILITY. _
omW
PROPOSED 40MIL / s.s CES a_�_� N �'4s'to• W o�tw-
POLY LINER ? , / 5 O w- OHW --- UPL _
TOP=8.3 ♦' �' "� "-�-�• ....!�,_ 3 ' \ 1200 S.F X 0,74 SF/GPD 888 GPD 9. NEW INVERTS ARE TO BE CHECKED BY
13• - oN:7 THE CONTRACTOR RRtttF TO INSTALLATION.
BOT=4.3 "'""': STOCKADE FENCE r
PROPOSED 50'x 11' : 9.00: . _ _ /GUY V.9RE 0. THE ENGINEER N TO ITE T MAY OF
:-�j�.: '. / \. / HYD
PRESSURE DOSED : :.' 1 SHOt'.ER / ui ANY FIELD CHANGES THAT MAY BE
LEACH FITEI@/ o 1 �'� 9..-5/0 ' / / ,2 7.7 REQUIRED.
h� 5 F. r / LOCUS INFORMATION
/ 5.00, (�¢ tom"" / CURRENT OWNER: ESTATE JAMES JO CUNNINGHAM
Q`to
24" OAK2.46 .�
_ � • � �' "'"--• PROPOSED ADDITION TiTLE REFERENCE: BOOK 17773, PAGE 300
o/ o BITUMINQp DRtY"I GAS 3" PVC MANIFOLD
o _ /Y4 ATERA� 5_CO' j :: VETER
ti PROPOSED "' `n (TYP OF 5) PLAN REFERENCE: L.C. 18832-A
/ 2' HIGH WALL o EXISTING PROPOSED R60CATED / LAWN .
� I TY:)) ; 2 STORY 2 STORY 7 ASSESSORSARCEL: 290
TOP -8.8 " WOOD FRAME
/ BOT=6.8 n 3 PVC HOUSE #167 WOgtS FRAME COEa
i ORCE MAIN TOF=7 9 HOUSE #167 POT" PROPOSED DECK y3
r 70.1' ti0'3 THRESHOLD=8.8 TOF=11.0 7.6 ZONING SE FRONT '
/ o .. ::::::: , • ... El .THRESHOLD=12.0 , SETBACKS: SIDE ¢ 20'
NG DISTRICT:
1 ! ��' REAR 20'
rn P• ' B:: ...... CRAWL PACE ' N/F . /
" ! / JAMES J. CUNNINGHAM
PROPOSED 10.0 �""": e e ®:.. ' . • ...
STOOP �E V.
Z aD ��-- ASSESSORS MAP 34 MINIMUM LOT SiZE: 40,000 S.F.
I VENT r.. _, 9.30 a. � ✓< / PARCEL 290 �Q' •.� //
i M u e f 22.1 10 2 BRC vrALKr.Y EXISTING LOT AREA. 1 411 . .
ID
� _-! 17,O41tS.F. / OPS' �p /
lel co w G ° �G����r�Po 7 0 S F
PROPOSED 1,500 E O �o
FEMA FLOOD
w GALLON PUMP (ALARM S 6 t /F�4 �OJ ZONE DISTRICT: O A-11 (ELEV=11)
a b PROPOS A DiTION BRI K PATIO F 4
r f CHAMBER E to' E 50 j? / eJ o� #250015 0006 D. 7/2/92
p ; ARAGE 70.8' Nf_~ O 13.0' {--"`+`"""��--.. p 10.3 /�° q'^�0� OVERLAY DISTRICT: NO INA
i PROPOSED "4 L�
10 0 ( RECONSTRUCTED GARAGE ! ss r XIIIIIo32.0 /
7.4
SLAB=9.30
6.a'LAWN
I f '• "-._ - V/ACKWgY LAWN�DO LOT COVERAGE
O LEA iNG SEPI 8 50 ��ti6'� /• / 6�FgkrgC PROPOSED BUILDING/DECK/PORCH CO AGE - 290
32.3' i N� t ANK `�.. �"--�' �
g,00 D -Box
o APR IMATE SEPTIC n \J O
6.6- LOC ON COMPILED
_ FROM 0T WFCOF RttATQrri0U6.$ i "T \ \ / 792 Py�P STAIRS LOCUS PLAN: NO SCALE
Erd
w /
570CKAa 7.00 �--
CE 6.9 \
PROPOSED 2.000 S84.45'10"E / Go/
GALLON SEPTIC TANK - - 7
WILLOW ST
7.4 N
�2C0.55' / 80'
_ STAGEIONAll FtNCE ISLAND
NIF
ROBERT J. DAMS/ TO BE REMOVED
ASSESSORS MAP 34 `
\
PARCEL 291 ` / / 4�yA�C LOCUS
►i":� oiv ; 'I s�o ///, t / a BASS RIVER
MARK D.
y
'•,, ,'""'•, �" � DIBB �, �s oP / Sr z CIVIL
` Z.. C:?A10A `! . 140.45937
.. s , A 9�afsTe °�� a� , � / PLAN VIEW
�SSYONAL ENG `00/0J • ilt'x". / O
.. ,'+. ,• � %�� / ° H w �� � SCALE: i` = 10 FEET
0 s 10 20 FT.
NANTUCKET SOUND
349 Main Street (RT. 28) Unit D
W. Yarmouth Massac"lusetts
02673
513 778 8919
PROJECT TITLE:
DESIGN FOR
SEWAGE DISPOSAL
UPGRADE
E17
i
RIVER cSTREET
YARM(�IUTH
MASSACHUSETTS
PREPARED FOR:
ERT ARCHiTi CTS, INC.
939 ROLTE 6A
YARMOUTH POFT, MA 02675
(508) 36.2-8883
DATE: 1/24/2007
COMP. DESIGN: M. DiBB
CHECK: K. HEALY
DRAWN: P. HAGIST
FIELD: D. GAZZOLO / J. McCARTIN
FILE NO. 48897033P2.DWG
DWG NO. 5671-02
JOB NO. 4-8897,0SHEET i OF 2