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MAXIMUM BUILDING COVERAGE = 207 h
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III,_. MAXIMUM COVERAGE = 26% ' �.
MAXIMUM BUIDING HEIGHT-35'
IN
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DATA
'�H OF 04 � QI 4mfA FFRM�PANALN250015 000
Q�, Jq �ti S„ REVISED JULY 2, 1992 5 D
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PROPOSED 9 t'
.�4 Zones &
Q RICHARD J PETER T.
lJ
32.1' GAR
3 BEDROOM
E UNIT iii
J. MCENTEE m
HOOD
a CIVIL RT.B -"'
GARAGE T.G.
LO.F.=1aL50 ,�
No. 35109 RL 6 r
—a
u„�
PROPOSED T.O,S, 100
3 BEDROOM 100IL-.6
UNIT
e
p DI
R ,
SV 2
(�
T.O.e=101.50 x 99
, ` TR-2
G 1
oE�� �-
-1^r'��! ten, i
; al
GENERAL NOTES 2 & 14 - SHEET 2
LEGEND acus
f
EXISTING CONTOUR
x 98.54 r
RIE PR
R
zr,
x 88,31 EXISTING SPOT GRADE
10o.2
-'``� LOT
EXISTING OVERHEAD WIRES
R
TP-1 _ (FORMERLY FART OF AP�! 45-23 *,'145-24) ��
10EXISTING TV SERVICE
— zed
PROPOSED
A A' m 59,* "ar3 SF
iVe PROPOSED SPOT GRADE
SINGULAIR 910-KINETIC
TREATMENT SYSTEM
BUILDABLE: 50,D99*5F,'
% x 104.21
-
— w — PROPOSED WATER SVC. LCNnB Hay
n
New APN: 45-24.1 (#154)
OBSERVATION TEST PIT
BENCHMARK LOCUS MAP
Mai ""
,i`
Ij .,
NOT TO SCALE
AWROM
�',�
PROPOSED SEPTIC SYSTEM SITE PLAN
BENCHMARK SET
STK. SET. EL.� I01.61
r-
LOT 2 -- CAMP STREET, YARMOUTH MA
f /Y (A5UMED DATUM)
'I
�
Prepared for: 68 Camp Street Realty Trust, 24 Viking Ln., Sandwich, MA
Engineering by: Surveying by: SCALE DRAWN J09 NO
Engine®ringWorks GROUP " 30' P.T.M. 228-p7.2
S1
78.74'
y7''a
HOOD SURVEY 1 _
55':36'
956°57°28
----
562°33'�JQE
12 Wast Crossfield .Road 18 Route BA
Forestdole, MA )2844 Sondwich• MA 02563 DATE CHECKED SHEET NO.
1/15j08
(508) 477-5313 (50B) 888-1090 P.T,M. of 3
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
NITROGEN CREDIT REQUEST
FINISH GRADE SHALL NOT BE < EL:97.4
FOR A DISTANCE OF AROUND THE
REQUEST APPROVAL FOR PROVISIONAL USAGE OF A SINGULAIR 960 NR,
PERIMETER OF THE S.A.S.
MODEL 750 TO GAIN A NITROGEN CREDIT FOR UP TO 660 GPD/ACRE,
D+$,Q�ED TANK
INSTALL RISERS & COVERS OVER EACH MANHOL
PROPOD 0-BOX
INSTALL RISER & COVER PROPOSED SAS
ALLOWABLE CREDIT - (59,473. SF/43 560 SF) X 660 GPD 901 GPD
AND SETT, ORURERS ABOVE, FINISH GRADEPER
SET TO 6" OF GRADE INSTALL INSPECTION PORT OVER END UNIT
DESIGN CRITERIA
T.O.F.mt0,.5 O
F,G. EL: 100.4(MAX.)
F.G. EL.=100.5 F,G. EL: 100.2± I
F.G. EL: 100.31
NUMBER OF BEDROOMS: 6 BEDROOMS
SOIL TEXTURAL CLASS: CLASS I
INSPECTION
DESIGN PERCOLATION RATE: <2. MIN/IN
L = 33'(MAX.)
L = 18' 7OS '(MAX) PORT
DAILY FLOW: 660 G.P,D.
® 5=17, (MIN.) -- -
r� S=1% fMIN.) % (MIN,)
DESIGN FLOW: 660 G.P.D.
4 SCH4C PVC
4"SCH40 AVC 40 PVC
GARBAGE GRINDER: NO
T 10"
6 e" TO
PROPOSED SEPTIC TANK: SINGULAIR 960 NR PRECAST CONCRETE UNIT
PROPOSED
INVERT _
LEACHING AREA REQUIRED: (660) = 891,9 S.F.
INv.-97.83 SINGULAIR 810 -KINETIC
-
TREATMENT SYSTEM RE-CIRCU
ION INV.=97.32 INV.=97.15 s ROWS OF 9 UNITS AT 4'/UNT + 2'(ENO CAPS)= 38CCr
.74
MODEL 960 NR PUMP
PROPOSED D BOx INN.=87.07 SOIL ABSORPTI�>N SYSTEM fPRQFILE�
E 5 RQ OF 9 QUICK4 STANDARD CHAMBER UNITS WITH NO
14 0 38.0%
(SEE DETAL) INV=97.50
I'
4 OUTLETS (MIN.) xsa
STONE FOR 6N S.A.S.HAVING THE DIMENSIONS' 6
BOTTOM AREA; (GENERAL USE APPROVAL FOR 4.72 SF/LF OF INFILTRATOR)
J
ESTABLISH VEGETATIVE COVER
6UNITS + 2 END CARS PER ROW. - 38.0 FT
- BACKFILL WITH CLEAN SAND
5 ROWS x 38.0' x 4.72 SF/LF = 896.8 SF
NATIVE OR PERC SAND)
DESIGN FLOW PROVIDED: 0.74(896.8 S.F.) = 863.6 G.P,D.
HOUSE INV. -98.50
NOTES:
HOER OF CHAMS RP EL=97.14GENERAL
INV.ELEV.=97.07
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
NOTES: 1) SEPTIC TANK & O^BOX SHALL BE SET LEVEL AND
BOTTOM ELEV.=96,4D -
CARD OF HEALTH AND THE DESIGN ENGINEER,
TRUE TO GRADE ON A MECHANICALLY COMPACTED
I 28`
2, kLL WORK AND MATERIALS SHALT. CONFORM TO THE REQUIREMENTS
SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN
SUITABLE
5' MIN. ABOVE BOTTOM OF (+-^'^-'^ SUITABLE
EFFECTIVE WIDTH=14,0'
DF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
310 CMR 15.221(2).
T.P. EXCAVATION OR G.W. SOILS
KOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW:
2) INSTALL INLET & OUTLET TEES AS REOUIREO.
NO G,W. ENCOUNTERED, EL. -90.0 USE 5 ROWS OF 9-OUICK4 STANDARD INFILTRATOR CHAMBERS
., WITH. NO SEPARATION 8EIWEEN EACH ROW & NO STONE
, , /1) A 2.25 FT. VARIANCE TO LOCAL BYLAW REQUIRING FOUNDATION HIEGHT
�U OF 2 FT, ABOVE MAXIMUM ROADWAY FRONTAGE ELEVATION. REQUIRED
3} GAS BAFFLE TO HE INSTALLED ON OUTLET TEE
HIEGHT PER BYLAW = 103.M HIEGHT = 10,.50.
AS MANUFACTURED BY TUF-TITS, ZABEL OR EQUAL.
MICAL ''+.ECTION
HALL NOT
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
4) MAXIMUM COVER OVER SEPTIC TANK, O -BOX & S.A.S.
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
SHALL HE 36".
SEPTIC SYSTEM PROFILE
4DESIGN ENGINEER.
. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
FROM THOSE HEREON �RTED TO THE DESIGN
N,T.S.
EER BEFORWCONSTRUCTIONALL CONTINUESBE
ENGINEER EE
5- ALL ELEVATIONS BASED ON ASSUMED DATUM.
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
LOG
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
SOIL
y
HEALTH FOR PROPER INSPECT€ONS DURING CONSTRUCTION.
21"
_ __. -
7, SUPPLY PROVIDED TOWN WATER SERVICE.
2
.6
DATE: JANUARY 15, 2008
PRIVATE WELLS WITHIN N THE PROPOSED S.A.S.
8, THERE ARE EL
THERE
'
SOIL EVALUATOR:. PETER McENTEE PE, CSE
PHILIP RENAUD
S L
9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL. BE RESTORED AS
CL
AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
•
I
WITNESS:
HEALTH AGENT
DIRECTED BY THE APPROVING AUTHORITIES
SIDE VIEW
`
N
TP- 1 ELEV. TP -2 DEPTH
10, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE
ELEV. DEPTH
THE LOCATION OF ALL UNDERGROUND .UTILITIES. PRIOR TO BEGINNING
.,
all
100.5 -07A- - 0 100.2 A SANDY LOAM
10YR 3.3
CONSTRUCTION,
11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
INSPECTION PO in
_ 52 ro r
,.
SANDY LQAM
tOYR 4J2 99..5 a 9'
IN THE AREA BENEATH AND ON ALL SIDES OF THE S.A.S.. AND REPLACE
vI v(
qN
99.8 8" SANDY LOAM
WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3),
.ZtOp
N E T
48" oXMAS
Tap View
B
SANDY LOAM OYER 5/6
978 28"INSPECTED
12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
BY HEALTH DEPTARTMENT PRIOR TO BACKFILLTV
LENaTR) '. 4ASTIES
�5-4"
POLYSEAL OUTLETS
tOYR 5/8 Cl 36"
ENGINEER IS N07 RESPONSIBLE FOR POSSIBLE UNDOCUMENTED EXISTING
"
ulll npORT END CAP
1-4' POLYSEAL INLETS
.,
47'8 32
C n
_13.
SEPTIC SYSTEM COMPONENTS NOT SHOWN ON THE PLAN,
BE PROVIDED FOR THE SINGULAIR UNIT
MED, SAND qg"
14. ASEPARATE ELECTRIC METER SMALL
°SIDE
"'
2.5Y 6/4
SEPARATE FROM ELECTRIC METERS SERVICING DWELLING UNITS.
AE 3'4 NOMINAL CHAMBER SP€CIFICATIONS
.14" x as' . 10
M -C SAND 10% GRAVEL
PROPOSED SEPTIC SYSTEM SITE PLAN
EFFECTIVE LEACHING AFEA
BED,PERCOpE
O Q
2.5Y 6/4
o% GRAVEL 93.2 84
LOT 2 -- CAMP STREET, YARMOUTH, MA
C2
TRENCH ..,.,, PER CODE
__77-7777777T�
34"7 -WART
41
SO
,. `
MED. SAND Prepared
for; 68 Camp Street Realty Trust, 24 Viking Ln., Sandwich, MA
EL
2'SY 7/3
Surveying bY:..
SCALE
DRAWN
Joe, N0.
.
PONT , Fy VORAW CAPACITY,-TPER UNIT 44.4 CM
Engineering
QUICK 4 STANDARD INFILTRATOR CHAMBER
Section
90,0 126" 90.2 120" Engineering
.try:
Works
HpOD SURVEY GROUP
NTS
P.T.M.
228-07,2
DATE
CHECKED
SHEET N0.
INFILTRATOR CHAMBERS
D_BaX
12 West
PERNORGRouNDWATER"ENCQUN°REDN�� Farostdale,
Crossfield Road
MA 92644
18 Route 6A
Sgndwich, MA C2563
(508) 477-5313
(508) 888-1090
1/15/08
P.T.M.
2 Of 3
N.T.S.
NORWECO FRESH AIR VENT ASSEMBLY
(SEE AERATOR MOUNTING AND
1/2' o CONDUIT WITH PVC
DETAIL
CHAMBER
SUBMERGED TRANSFER PORT
0
AERATOR MOUNTING CASTING
SINGULAR 0
(SEE NOTE
0'-2
a
SECTION A—A
1. 0"
2'-8"
1" CONDUIT WITH PVC
DISCHARGE TUBING FROM PUMP
0
7,,
PLAIN VIEW
OPTIONAL 610-SANITIZERa CHLORINATION SYSTEM 210 -KINETIC SYSTEM MOUNTING
BIO -NEUTRALIZERS DECHLORINATION SYSTEM
SYSTEM MOUNTING CASTING
1
GONG. OR PLASTIC COVER
�`—".
—'�'1p`
GENERAL NOTES
—POWER FROM CONTROL BOX
1.
SINGULAIRO AERATOR, AS TESTED
-
AND ACCEPTED BY NSF.
v
15" DIA, 5CH 40 PVC
2.
FALL THROUGH SINGULAIRS PLANT FROM
DIAMET€R EFFLUENT uNE
7
O
fj
INLET INVERT TO OUTLET INVERT IS
FOUR INCHES. INLET INVERT IS TWELVE
IrRE-CIRCULATION
MOISTURE TIGHT PLUG
INCHES BELOW TANK TOP.
DISCHARGE TUBINGb3.
ON DEEPER INSTALLATIONS, PRECAST
MUST BE USED TO EXTEND
CASTING PICK-uPRISERS
AERATOR MOUNTING CASTING AND
PUMP
GROOVE, TYPICAL
8I0-KINET10S SYSTEM MOUNTING CASTING
TO GRADE, INSPECTION COVER ON
SJNGULAIR9 BIO-KINETICO
PRETREATMENT CHAMBER MUST BE
DEVELOPED TO WITHIN TWELVE INCHES
SYSTEM DISCHARGE
f$'
OF GRADE.
(SEE DETAIL)
_
4.
5.
TANK REINFORCED PER ACI STD. 3.18-63;
REMOVABLE COVERS ON RISERS WEIGH
1 -a
BID -KINETICS SYSTEM
-..
IN EXCESS OF SEVENTY FIVE POUNDS
EACH TO PREVENT UNAUTHORIZED
-
FINAL CLARIFICATION CHAMBER
--
OUTLET
END VIEW
ACCESS.
PO-ATATICS SLUDGE RETURN
7.
TOTAL SYSTEM CAPACITY: 1600 GAL,.
ADDITIONAL NOTES
1, ALL RISERS SHALL TERMINATE ABOVE GRADE AND BE ACCESSIBLE TO FACILITATE SERVICE.
2, CONTROL PANEL SHALL BE MOUNTED ON THE OUTSIDE OF A BUILDING iN THE VICINITY OF THE SINGULAR
FOR ACCESS BY THE OPERATOR DURING SERVICE,
3. INSTALLATION SHALL BE INSPECTED AND A CERTIFIED STARTUP PERFORMED BY AN OPERATOR AUTHORIZED
BY THE MANUFACTURER,
SINGULAIRS BIOµ-KINETICO
SEAL WASTEWATER TREATMENT SYSTEM
LINE
MODEL 950 NR
750 GPD TREATMENT CAPACITY
Siegmund Environmental Services, Inc.
49 Pavilion Avenue, Providence, RI 02905
(TING Tel: 401 785 0130 Fax: 401 785 3110
PROPOSED SEPTIC SYSTEM/SITE PLAN
LOT 2 — CAMP STREET, YARMOUTH, MA
Prepared for: 68 Camp Street Realty Trust, 24 Viking Ln., Sandwich, MA
Engineering by:. Surveying by: SCALE DRAWN JOB. N0.
EnglneeIngwoorks iPOOD SURVEY GROUP NTS P.T.M. 228-07.2
12 West Crossfield Rood 1g Route M DATE CHECKED SHEET N0,
Forestdole, MA 02644 Sandwich, MA 02563
(506) 477-5313 (508) 888-1090 1�15�08 P.T.M. 3 of j