HomeMy WebLinkAbout83-1885m
' n
D
Z
I
CATCH BASIN
RIM=6.2
TOP OF FOUNDATION
EL - 100
FINISH GRADE ^_
20 10 0
PLAN
20
1 inch = 20 fL
MANHOLE AND COVER -MIN 24' DIA
RAISE COVERS TO MTIdN B'
OF FINISH GRADE
.i
I/A UNIT
sD
4.5 o 0 4.25
• 4.0 4.0
6' OF 3/4' TO
1-1/2DIA. STOW
BELOW TANK ULTRA -MOLE
SEPTIC TANK DISINFECTION UNIT
PRECAST REINFORCED CONCRETE
NOTE: CAPACITY: 1500 GALLONS
ALL PIPE TO BE 4' DIA. (H-20)
PVC TIGHT JOINT WTH
MINIMUM SLOPE OF 1/8 -
PER FT
CONSERVATION NO TES
1. THE WORK AREA SHALL BE DESIGNATED WITH A WORK LIMIT INSTALLED AS
SPECIFIED BY THE YARMOUTH CONSERVATION COMMISSION WHERE SHOWN. THE
WORK LiMFF SHALL REMAIN IN PLACE UNTIL THE WORK IS COMPLETE AND THE
AREA CLEARED OF MINOR DEBRIS WITH FULL GROUND COVER RESTORATION.
2. NO CONSTRUCTION WORK-RELATED ACTIVITY SHALL OCCUR BEYOND THE WORK
LiMIT.
3. ACCESS TO THE WORK SiTE SHALL BE VIA THE STREET AND PROPOSED DRIVEWAY
�W AREA.
4. ALL PRUNED BRANCHES, VINES AND! OR ROOTS AND SLASH SHALL BE REMOVED
"t APPLICADLF COASTAL FLOOD iS ZONE. A4 W/ RFE -5 NGVD AS SHOWN FROM THE PROPERTY.
ON F.f.R.M. PANEI, 2500150002D, 11.Ar REV. JULY 2,1992 5, THE SITE SHALL BE RESTORED TO A THICKLY VEGETATED CONDITION WITHIN THE
C
/ 1 50 FT. BUFFER BY THE PLANTING ABUNDANT NATIVE SHRUBS. A LANDSCAPE PLAN
CAN BE MADE AVAILABLE TO DEMONSTRATE THE MITIGATION PORTION OF THE
PROJECT..
? ➢'' "2r 6. ALL WORK SHALL BE IN ACCORDANCE WITH TITLE 5 AND TOWN OF YARMOUTH
HEALTH CODE AND CONSERVATION COMMISSION REQUIREMENTS.
17g STEPS 7. CONTRACTOR IS REMINDED TO REFER TO THE ORDER OF CONDITIONS ISSUED FOR
j' THE WORK ACTIVITY BY THE YARMOUTH CONSERVATION COMMISSION.
G�
VALVE
VE
FOLLINS POND
(TIDAL)
FlNISH
1. ELEVATIONS REFER TO NGVD 1929. ELEVATION BENCHMARK IS THE CATCH
BASIN RIM WHERE SHOWN. CONTACT CAPE COD ENGINEERING, INC. FOR
ADDITIONAL ELEVATION INFORMATION.
2. PLAN REFERENCE: TOPOGRAPHIC SURVEY °REPARED BY SCHOFIELD
BROTHERS OF CAPE COD, INC.; ROBERT FREEMAN, PLS; MARCH. 11, 2010 AND
PLAIN BOOK 179, PAGE 49 LOT 11
3. ALL SEPTIC SYSTEM CONSTRUCTION MATERIALS AND PROCEDURES SHALL
CONFORM TO THE STATE SANITARY CODE, 77TLE 5 AND TOWN OF YARMOUTH
HEALTH BOARD APPROVAL FOR THE DESIGN.
4. PERCOLATION TESTS SHALL BE PERFORMED TO VERIFY A 5 MPI OR FASTER
PERCOLATION RATE USING A DEWATERING PROCESS PRIOR TO BUILDING
PERMIT APPROVAL AND CONSTRUCTION APPROVAL FOR THE NEW SYSTEM.
5. INSTALLATION CONTRACTOR SHALL VERIFY THE SEPTIC SOIL PIPE CONDITION
AT THE FOUNDATION AS SET BY THE PLUMBER PRIOR TO MAKING
CONNECTION TO THE NEW SEPTIC TANK.
6. A 5 FT. PERIMETER EXCAVATION IS REQUIRED TO REMOVE THE SURFACE SOILS
AND OTHER UNSUITABLE SOIL SOIL TESTS INDICATE A DEPTH OF REMOVAL IS
APPROXIMATELY 7 FT. BACK FI,L WITH CLEAN SAND MEETING TITLE 5
SPECIFICATIONS FOR FILL CONSTRUCT THE SAS IN THE NEWMATERIAL
7. INSTALLER SHALL CONTACT ENGiNF.F,R AT TIME OF SYSTEM COMPLETION FOR
SYSTEM CERTIFICATION AS REQUIRED.
S. CONTACT ENGINEER iF ANY QUESTIONS OR DOUBTS ARISE REGARDING SOIL
CONDITIONS ENCOUNTERED DURING CONSTRUCTION.
9. NO KNOWN WELLS EXIST WITHIN 200 FT. OF THE PROPOSED SEPTIC SYSTEM
OTHER TILAN THOSE SHOWN.
10. DRIVEWAY SHALL BE OF SEMI -PERVIOUS MATERIALS. SEE LANDSCAPE PLAN
FOR SITE RESTORATIPON 1 MITIGATION PLANS.
DESIGN DATA
HYDRAULIC LOADING - 3 BEDROOMS X I IQGPD1BR = 330.0 GPD
SEPTIC TANK DESIGN
200%. X 330 GAL - 660 GAL - PROVIDE 1500 GALLON TANK UNIT SIZED FOR
SINGULAIR BiO-KINETIC WASTEWATER TREATMENT SYSTEM. OBTAIN SYSTEM
SUPPLIER 0 & M CONTRACT PRIOR TO CONSTRUCTION APPLICATION. SUPPLY
EQUIVALENT TECHNOLOGY ONLY LION ENGINEER AND HEALTH DEPT.
AUTHORIZATION
SAS DESIGN
PERCOLATION RATE - LESS TIA.N 5 WI'1
LONG TERM HYDRAULIC LOAD RATE - 0.74 GAUS.F.
SIDEWALL AREA: NOT APPLICABLE WITH BED -TYPE SAS
BOTTOM AREA = 40'X I1S' = 460.0 S.F.
LOADING: (460 S.F.) 0.74 GALiSFJDAY - 340.4 CPD
TOTAL LEACHING CAPACITY - 340.4 CPD
PROVIDE BED - TYPE SAS, 40 FT. LONG X 11.5 FF. WIDE W/ 6INCH EFFECTIVE DEPTH
RESERVE AREA = 50'X 9'= 450 S.F. REQUIRES TANK AND P.C. RELOCATION
*THF, DESIGN IS NOT SUITABLE FOR USE WITH A GARBAGE DISPOSAL UNIT
MEEROX
NSIO
IMNS 2' LATER OF 1/4' TO
3/4' OIA PEASTOW \
PIPE POPE 0.5%
BOTTWJ EL. 'T.O
w
zTo S•A•S•
I� R OF
� n
BASE
-- ----I N1SNN
COMPACTED
"BOX
PROPOSED CONTOUR
EXISTING CONTOUR
LiR1L(5) EIOTNG D -BOX MUST
WATER LINE
REMAIN LEVEL FOR T'-0-
OVERHEAD WIRES
TOOOWN TO
BEFORE RHMG
N
I
'
ENQNEER FOR WENT LAYOUT
SEPTIC
SYSTEM PROFILE
PROPOSED S.A.S
NO SCALE
PROPOSED RESERVE AREA
m� zo I
PROPOSED PUMP CHAMBER
EXISTING SPOT GRADE
0
PROPOSED SPOT GRADE
TEST HOLE LOCATION
VALVE
VE
FOLLINS POND
(TIDAL)
FlNISH
1. ELEVATIONS REFER TO NGVD 1929. ELEVATION BENCHMARK IS THE CATCH
BASIN RIM WHERE SHOWN. CONTACT CAPE COD ENGINEERING, INC. FOR
ADDITIONAL ELEVATION INFORMATION.
2. PLAN REFERENCE: TOPOGRAPHIC SURVEY °REPARED BY SCHOFIELD
BROTHERS OF CAPE COD, INC.; ROBERT FREEMAN, PLS; MARCH. 11, 2010 AND
PLAIN BOOK 179, PAGE 49 LOT 11
3. ALL SEPTIC SYSTEM CONSTRUCTION MATERIALS AND PROCEDURES SHALL
CONFORM TO THE STATE SANITARY CODE, 77TLE 5 AND TOWN OF YARMOUTH
HEALTH BOARD APPROVAL FOR THE DESIGN.
4. PERCOLATION TESTS SHALL BE PERFORMED TO VERIFY A 5 MPI OR FASTER
PERCOLATION RATE USING A DEWATERING PROCESS PRIOR TO BUILDING
PERMIT APPROVAL AND CONSTRUCTION APPROVAL FOR THE NEW SYSTEM.
5. INSTALLATION CONTRACTOR SHALL VERIFY THE SEPTIC SOIL PIPE CONDITION
AT THE FOUNDATION AS SET BY THE PLUMBER PRIOR TO MAKING
CONNECTION TO THE NEW SEPTIC TANK.
6. A 5 FT. PERIMETER EXCAVATION IS REQUIRED TO REMOVE THE SURFACE SOILS
AND OTHER UNSUITABLE SOIL SOIL TESTS INDICATE A DEPTH OF REMOVAL IS
APPROXIMATELY 7 FT. BACK FI,L WITH CLEAN SAND MEETING TITLE 5
SPECIFICATIONS FOR FILL CONSTRUCT THE SAS IN THE NEWMATERIAL
7. INSTALLER SHALL CONTACT ENGiNF.F,R AT TIME OF SYSTEM COMPLETION FOR
SYSTEM CERTIFICATION AS REQUIRED.
S. CONTACT ENGINEER iF ANY QUESTIONS OR DOUBTS ARISE REGARDING SOIL
CONDITIONS ENCOUNTERED DURING CONSTRUCTION.
9. NO KNOWN WELLS EXIST WITHIN 200 FT. OF THE PROPOSED SEPTIC SYSTEM
OTHER TILAN THOSE SHOWN.
10. DRIVEWAY SHALL BE OF SEMI -PERVIOUS MATERIALS. SEE LANDSCAPE PLAN
FOR SITE RESTORATIPON 1 MITIGATION PLANS.
DESIGN DATA
HYDRAULIC LOADING - 3 BEDROOMS X I IQGPD1BR = 330.0 GPD
SEPTIC TANK DESIGN
200%. X 330 GAL - 660 GAL - PROVIDE 1500 GALLON TANK UNIT SIZED FOR
SINGULAIR BiO-KINETIC WASTEWATER TREATMENT SYSTEM. OBTAIN SYSTEM
SUPPLIER 0 & M CONTRACT PRIOR TO CONSTRUCTION APPLICATION. SUPPLY
EQUIVALENT TECHNOLOGY ONLY LION ENGINEER AND HEALTH DEPT.
AUTHORIZATION
SAS DESIGN
PERCOLATION RATE - LESS TIA.N 5 WI'1
LONG TERM HYDRAULIC LOAD RATE - 0.74 GAUS.F.
SIDEWALL AREA: NOT APPLICABLE WITH BED -TYPE SAS
BOTTOM AREA = 40'X I1S' = 460.0 S.F.
LOADING: (460 S.F.) 0.74 GALiSFJDAY - 340.4 CPD
TOTAL LEACHING CAPACITY - 340.4 CPD
PROVIDE BED - TYPE SAS, 40 FT. LONG X 11.5 FF. WIDE W/ 6INCH EFFECTIVE DEPTH
RESERVE AREA = 50'X 9'= 450 S.F. REQUIRES TANK AND P.C. RELOCATION
*THF, DESIGN IS NOT SUITABLE FOR USE WITH A GARBAGE DISPOSAL UNIT
MEEROX
NSIO
IMNS 2' LATER OF 1/4' TO
3/4' OIA PEASTOW \
PIPE POPE 0.5%
BOTTWJ EL. 'T.O
w
zTo S•A•S•
I� R OF
� n
BASE
-- ----I N1SNN
3/4' TO 1-1/2' DIA,
DOUBLE -WASHED
NATIVE STONE RJ BED
NNYLCONCRETE
"""'-'-•--- 701Ma BARRIERIER WALL WALL +/ STONE
FACE
DIA. PERF. PVC PIPE
ROAD
411 0- sETucys,
9 U
i
r,
MERCHANTS FOLLWS
AVE POND
LOCUS
YARMOUTH, MA
KEY MAP
NO SCALE
LEGEND
COMPACTED
"BOX
PROPOSED CONTOUR
EXISTING CONTOUR
LiR1L(5) EIOTNG D -BOX MUST
WATER LINE
REMAIN LEVEL FOR T'-0-
OVERHEAD WIRES
TOOOWN TO
BEFORE RHMG
PUMP CHAMBER -
A CONTRACTOR SHALL CONTACT LEACHNG FACttJn
SEE SPEC19CATIONS
ENQNEER FOR WENT LAYOUT
SEPTIC
SYSTEM PROFILE
PROPOSED S.A.S
NO SCALE
3/4' TO 1-1/2' DIA,
DOUBLE -WASHED
NATIVE STONE RJ BED
NNYLCONCRETE
"""'-'-•--- 701Ma BARRIERIER WALL WALL +/ STONE
FACE
DIA. PERF. PVC PIPE
ROAD
411 0- sETucys,
9 U
i
r,
MERCHANTS FOLLWS
AVE POND
LOCUS
YARMOUTH, MA
KEY MAP
NO SCALE
LEGEND
--M-
PROPOSED CONTOUR
EXISTING CONTOUR
W
WATER LINE
OVERHEAD WIRES
DRAIN LUNE
P-0 zi
PROPOSED 1500 GAL SEPTIC TANK
ET
PROPOSED DIS19BUIlON BOX
®
PROPOSED S.A.S
PROPOSED RESERVE AREA
O
PROPOSED PUMP CHAMBER
EXISTING SPOT GRADE
1®
PROPOSED SPOT GRADE
TEST HOLE LOCATION
GROUNDWATER NOTE
GROUNDWATER ELEVATION HAS BEEN
DETERMINED BY FRIMPTER METHOD.
APRIL 28 SOIL TESTS FOUND
GROUNDWATER ELEV. - 0.75
RESTRICTED BY SUBSURFACE PEAT;
FRIMPTER ADJUSTMENT OF 03 FT. ADJ.
HIGH GROUNDWATER ELEV, = L1(USE
ELEV. - 2.0 FOR DESIGN)
e
RiiViSr'D AUGUST 20. 2010 - FLOW) 7.ON1: NO"I AT10N
TOPOGRAPHIC SITE MAN
SHOWING 1
PROPOSED CONSTRUCTION OF
A SINGLE FAMILY DWELLING
AND SUBSURFACE SEWAGE DISPOSAL SYSTEM
AT
79 MERCHANT AVENUE, YARMOUTHPORT, MA
ASSESSORS MAP 127, PARCEL 33
PREPARED FOR
SUSANNE McINERNEY
AUGUST 18, 2010 SCALE - AS NOTED
PREPARED BY
CAPE COD ENGINEERING, INC.
ROBERT M. PERRY, P.E.
P.O. BOX 1517
EAST DENNIS, MA 02641
SOU I R ES. D WG 508-385-1445
TOP OF FOUNDATION
EL - 10.0
FINISH GRADE
J.0 T
6. OF 1/4' TO L---
1-1/7 DIA STCNE� `
BELOW TANK
NOTE:
ALL PIPE TO BE 4' DIA.
PVC TIGHT JOINT NTH
MINIMUM SLOPE OF 1/8'
PER FT.
CATCH BASIN
RIM=6.2
loif>
I/A UNIT
SEP11C TANK
PRECAST REINFORCED CONCRETE
CAPACITY: 1500 GALLONS
(H-20)
CONSERVATION NOTES
EXISTING DWELLING 1. THE WORK AREA SHALL BE DESIGNATED WFFH A WORK LtWT LNSTALLED AS
SPECIFIED BY THE YARMOUTH CONSERVATION COMMISSION WHERE SHOWN. THE
f WORK LIMIT SHALL REMAIN IN PLACE UNIT. THE WORK IS COMPLETE AND THE
AREA CLEARED OF MINOR DEBRIS WITH FULL GROUND COVER RESTORATION.
x9.8 2. NO CONSTRLTCTION WORK-RELATED ACTIVITY SHALL OCCUR BEYOND THE WORK
LIMIT.
3. ACCESS TO THE WORK SITE. SHALL BE VIA THE STREET AND PROPOSED DRIVEWAY
_ AREA.
?� APPLICABLE COASTAL FLOOD IS ZONE A4 W/ AFF!- 5 NC VD AS SHOWN 4. ALL PRUNED BRANM VINES AND
IOR ROOTS AND SLASH SHALL
BE REMOVED
/f� R.
ON F.I.M. PANEL 2500150002D, MAP REV. JULY 2, 1992 FROM THF. PROPERTY"
5. THE SITE SHALL BE RESTORED TO A THICKLY VEGETATED CONDITION WITHIN T19E
50 FT. BUFFER BY THE PLANTING ABUNDANT NATIVE SHRUBS. A LANDSCAPE PLAN
CAN BE MADE AVAILABLE TO DEMONSTRATE THE MITIGATION PORTION OF THE
r PROJECT.
l m / C ALL WORK SHALL BE N ACCORDANCE WITH TFFLE 5 AND TOWN OF YARMOUTH
1 HEALTH CODE AND CONSERVATION COMMISSION REQUIREMENTS.
STEPS 7. CONTRACTOR IS REMINDED TO REFER TO THE ORDER OF CONDITIONS ISSUED FOR
THE WORK ACTIVITY BY THE YARMOUTH CONSERVATION COMMISSION.
0
GENTRALNOTES
n 4"�U 1. ELEVATIONS REFER TO NGVD 1929. ELEVATION BENCHMARK IS THE CATCH
A �`Qc Bim/ f} , 2 T BASIN RIM WHERE SHOWN. CONTACT CAPE COD ENGINEERING, INC. POR
b
1 ADDITIONAL ELEVATION INFORMATION.
2. PLAN REFERENCE: TOPOGRAPHIC SURVEY °REPARED BY SCHOFIELD
jj BROTHERS OF CAPE COD, INC.; ROBERT FREEMAN, PLS; MARCH. 11, 2010 ANTI
PLAN BOOK 179, PAGE 49 LOT 11.
CM 6 3. ALL SEPTIC SYSTEM CONSTRUCTION MATERIALS AND PROCEDURES SHALL
f!
X5: Akti I, v.. x _ C 3 CONFORM TO THE STATE SANITARY CODE, TITLE 5 AND TOWN OF YARMOUTH
/ J/: / ! REALM BOARD APPROVAL FOR THE DESIGN.
r / 4. PERCOLATION TESTS SHALL BE PERFORMED TO VERIFY A 5 MPI OR FASTER
K r PERCOLATION RATE USING A DEWATERUVG PROCESS PRIOR TO BUHIILNG
gpj .f f ¢ ` FO LLl N S POND PERMIT APPROVAL AND CONSTRUCTION APPROVAL FOR THE NEW SYSTEM.
�I m .: h TIDAL 5. INSTALLATION CONTRACTOR SHALL VERIFY THE SEPTIC SOIL PIPE CONDMON
7 AT THE FOUNDATION AS SET BY THE PLUMBER PRIOR TO MAKING
CONNECTION TO THE NEW SEPTIC TAPIK.
_,. _
6. A S FT. PEIHDLETER EXCAVATION IS REQUIRED TO REMOVE THE SURFACE SOILS
00' FROM TOP OF BA ItzAND OTHER UNSUITABLE SOIL SOIL TESTS INDICATE A DEPTH OF REMOVAL IS
APPROXiNATELY 7 FT. BACKFILL WITH CLEAN SAND MEETING TITLE 5
I SPECIFICATIONS FOR FILL CONSTRUCT THE SAS IN THE NEW MATERIAL.
7. INSTALLER SHALL CONTACT ENGINEER AT TIME OF SYSTEM COMPLETION FOR S,]
SYSTEM CERTIFICATION AS REQUIRED.
T SiNCKEt ROAD
BOJ o
z
MERCHANTS FOLLINS
.AVE POND
LOCUS
YARMOUTH, MA 1
KEY MAP
NO SCALE
LEGEND
IL_
PROPOSED CONTOUR
L CONTACT ENGINEER IF ANY QUESTIONS OR DOUBTS ARISE REGARDING SOH,
EXISTING CONTOUR
WATER UNE
f
OVERHEAD
DETERMINED BY FREWTER METHOD.
DRAIN
"0
PROPOSED 1500 GAL SEPTIC TANK
APRIL 28 SOIL TESTS FOUND
PROPOSED DISTRIBUTION :.
BONN LEVEL FOR 7-O'
PROPOSED
GROUNDWATER ELEV. - 0.75
..POSEDER
a
PROP,.,, PUM'. • CHAMBER
10. DRIVEWAY SHALL BE OF SEMI -PERVIOUS MATERIALS. SEE LANDSCAPE PLAN
EXISTING,SPOT GRADE
?iE3!
..POSE, SPOT GRADE
FOR SITE RFSTORATIPOY! MITIGATION PLANS.
TEST HOLE LOCATION
PLAN
20
I inch c 20 it.
MANHOLE AND COVER -MN 24' DIA.
RAISE COVERS TO WITHIN 6'
OF FINISH GRADE
I
415 J.9�
a
14D
H,
.r
CHECNVALVE
iGAIE VALVE � �
FINISH
PEMIIM D- 90
SIME
DE CNSOVS 2' NOF STO TO
!-x17 J/4'- DIA. A. PEASIONE \
b I
IL_
4
L CONTACT ENGINEER IF ANY QUESTIONS OR DOUBTS ARISE REGARDING SOH,
GROUNDWATER ELEVATION HAS BEEN
f
CONDITIONS ENCOUNTERED DURING CO`TS1?:L'CT!0N.
DETERMINED BY FREWTER METHOD.
.I
J -
9. NO KNOWN WELLS EXIST WITHIN, 200 FT. OF THE PROPOSED SEPTIC SYSTEM
APRIL 28 SOIL TESTS FOUND
BONN LEVEL FOR 7-O'
OTHER THAN THOSE SHOWN.
GROUNDWATER ELEV. - 0.75
SEE SPECIFICATIONS
i CONTRACTOR SHALL CONTACT IEACHNG FACRITY
ENGINEER FOR WNT ural
(
10. DRIVEWAY SHALL BE OF SEMI -PERVIOUS MATERIALS. SEE LANDSCAPE PLAN
RESTRICTED BY SUBSURFACE PEAT;
1!g
I
FOR SITE RFSTORATIPOY! MITIGATION PLANS.
FREHPIER ADJUSTMENT OF 03 FT. ADJ.
HIGH GROUNDWATER ELEV. -1.1(USE
DESIGN DATA
ELEV. n2.0FOR DESIGN)
HYDRAULIC LOADING - 3 BEDROOMS X 110GPDBR = 330.0 GPD
SEPTIC TANK DESIGN
PLAN
20
I inch c 20 it.
MANHOLE AND COVER -MN 24' DIA.
RAISE COVERS TO WITHIN 6'
OF FINISH GRADE
I
415 J.9�
a
14D
H,
.r
CHECNVALVE
iGAIE VALVE � �
FINISH
PEMIIM D- 90
SIME
DE CNSOVS 2' NOF STO TO
!-x17 J/4'- DIA. A. PEASIONE \
b I
IL_
a�
_- PIPES
7.0
770
:o
.I
C BASE D -BOX
1
/ 6' LED
OF
UNE(S) EXFING 0 --BOX MUST
WCRUSHFO STONE - UNNE(
BONN LEVEL FOR 7-O'
PUMP CHAMBER !
BEFORE PITCHING DOWN TO
SEE SPECIFICATIONS
i CONTRACTOR SHALL CONTACT IEACHNG FACRITY
ENGINEER FOR WNT ural
SEPTIC
SYSTEM PROFILE
NO SCALE
3/4' TO 1-1/2' OA'
DOUBLE -WASHED
NATIVE STONE N BED
PIPE SLOPE 0.55
40'
&L&
S.A.S, CROSS SECTION
NO SCALE
200%* X 330 GAL - 660 GAL - PROVIDE 1500 GALLON TANK UNIT SIZED FOR
SINGUl" BIO -KINETIC WASTEWATER TREATMENT SYSTEM. OBTAIN SYSTEM
SUPPLIER 0 do M CONTRACT PRIOR TO CONSTRUCTION APPLICATION. SUPPLY
EQUIVALF,IIT TECHNOLOGY ONLY UPON ENGINEER AND HEALTH DEFT.
AUTHORIZATION
SAS DESIGN
PERCOLATION RATE - LESS THAN 5 MPI
LONG TERM HYDRAULIC LOAD RATE - 0.74 GAIAF.
SIDEWALL AREA: NOT APPLICABLE WITH BED -TYPE SAS A
BOTTOM AREA - 40'X I IN = 460.0 S.F. �
LOADING: (460 S.F.) 0.74 GALSFJDAY - 340.4 GPD
TOTAL LEACHING CAPACITY - 340A GPD
PROVIDE BED • TYPE SAS, 40 FT. LONG X 11.5 FT. WIDE W/ 6 INCH EFFECTDEPTH i 'V $'
PVE
RESERVE AREA = 50'X 9'= 450 S.F. REQUIRES TANK AND P.C. RELOCATION 3
N
*TRF. DESIGN IS NOT SUITABLE, FOR USE WITH A GARBAGE UNITISPOSAL UA
J .• c
REVISED AUGUST 20,20 ZONE NOTATION
TOPOGRAPHIC SItE PLAN
SHOWING
PROPOSED CONSTRUCTION OF
A SINGLE FAMILY DWELLING
AND SUBSURFACE SEWAGE DISPOSAL SYSTEM
AT
BOTTOM u..70 79 MERCHANT AVENUE, YARMOUTHPORT, MA
ASSESSORS MAP 127, PARCEL 33
PREPARED FOR
SUSANNE MCINERNEY
MR1.-BACKED CONCRETE
roWas FA�'ER WALL'/ STONEAUGUST 18, 2010 SCALE - AS NOTED
aA PERF M PIPE _ PREPARED BY
- CAPE COD ENGINEERING, INC.
ROBERT M. PERRY, P.E.
P.O. BOX 1517
EAST DENNIS, MA 02641
SOUIRES.DWG 508-385-1445
CATCH
BASIN M
REPLACED
•/ SOLD
DIA. It 3A
H BASIN
CATCH
RIM=6 2
TOP OF FOUNDATION
EL - 10.0
1`11,491 GRADE
I=
rri
"""LWATER
GATE
E r Z
111
15
O t ,
PROPOSED
1 jO I r PERVIOUS
R I DRIVEWA
iCATCH I 1
BASIN
RIM=6.1 I
INV=4.
L 1
70' FROM TOP of
i
I J
✓ L
N�� i
EXISTING DWELLING
,C G
PLAN
10 0 20
1 inch - 20 fM-
MANHOLE AND COVER-M!N 24' DIA.
RAISE COVERS TO WTHIN 6'
OF FINI91 GRADE
v
I/A UNIT
so
T 4 25
45 � �� 40 ,•�
s.0
6- OF 3/4' TO - --- ---
1-1/2• DIA. STONE. t'
BELOW TANK ULTRA -HOLE
SEPTIC TANK DISINFECTION UNIT
PRECAST REINFORCED CONCRETE
NOTE. CAPACITY: 1500 GALLONS
ALL PIPE TO BE C DIA. (H-20)
PVC TIGHT JOINT WTH
MINIMUM SLOPE OF 1/8'
PER FT.
OF
178 f
I
II �
1. THE WORK AREA SHALL BE DESIGNATED WITH A WORK LIMIT INSTALLED AS
SPECIFIED BY THE YARMOUTH CONSERVATION COMMISSION WHERE SHOWN. THE
WORK LLNUT SHALL REMAIN IN PLACE UNTIL THE WORK IS COMPLETE AND THE
AREA CLEARED OF MINOR DEBRIS WITH FULL GROUND COVER RESTORATION.
2. NO CONSTRUCTION WORK-RELATED ACTIVITY SHALL OCCUR BEYOND THE WORK
LIMIT.
3. ACCESS TO THE WORK SITE SHALL BE VIA THE STREET AND PROPOSED DRIVEWAY
AREA.
4. ALL PRUNED BRANCHES, VINES AND / OR ROOTS AND SLASH SHALL BE REMOVED
FROM THE PROPERTY.
5. THE SITE SHALL BE RESTORED TO A THICKLY VEGETATED CONDITION WITHIN THE
50 FT. BUFFER BY THE PLANTING ABUNDANT NATIVE SHRUBS. A LANDSCAPE PLAN
CAN BE MADE AVAILABLE TO DEMONSTRATE THE MITIGATION PORTION OF THE
PROJECT.
6. ALL WORK SHALL BE IN ACCORDANCE WITH TITLE 5 AND TOWN OF YARMOUTH
HEALTH CODE AND CONSERVATION CO -MMI BION REQUIREMENTS.
7, CONTRACTOR IS REMINDED TO REFER TO THE ORDER OF CONDITIONS ISSUED FOR
THE WORK ACTIVITY BY THE YARMOUTH CONSERVATION COMMISSION.
GENERAL NOTES
�o 1. ELEVATIONS REFER TO NGVD 1929. ELEVATION BENCHMARK IS THE CATCH
BASIN RAI RTIERE SHOWN. CONTACT CAPE COD ENGINEERING, INC. FOR
70PQe B / f-� ,v ADDITIONAL ELEVATION INFORMATION.
2. PLAN REFERENCE: TOPOGRAPHIC SURVEY PREPARED BY SCHOFIELD
{ BROTHERS OF CAPE COD, INC.; ROBERT FREEMAN, PIS; MARCH. 11, 2010 AND
PLAN BOOK 179, PAGE 49 LOT 11
8' CORRUGATE
PIPE INV=3.3
W
3. ALL SEPTIC SYSTEM CONSTRUCTION MATERIALS AND PROCEDURES SHALL
t5 CONFORM TO THE STATE SANITARY CODE, TITLE 5 AND TOWN OF YARMOUTH
S / HEALTH BOARD APPROVAL FOR THE DESIGN.
= 4. PERCOLATION TESTS SHALL BE PERFORMED TO VERIFY A 5 MPI OR FASTER
> '` I =`"• cc PERCOLATION RATE USING A DEWATERING PROCESS PRIOR TO BUILDING
FO L LI N S POND PERMIT APPROVAL AND CONSTRUCTION APPROVAL FOR THE NEW SYSTEM.
r 5. INSTALLATION CONTRACTOR SHALL VERIFY THE SEPTIC SOIL PIPE CONDITION
(TIDAL) AT THE FOUND I,TION AS SET BY THE PLUMBER PRIOR TO MAKING
io CONNECTION TO THE NEW SEPTIC TANK
6. A S FT. PERIMETER EXCAVATION IS REQUIRED TO REMOVE THE SURFACE SOUS
k AND OTHER UNSUITABLE SOIL. SOIL TESTS INDICATE A DEPTH OF REMOVAL IS
m APPROXIMATELY 7 FT. BACK FILL WITH CLEAN SAND MEETING TITLE 5
• I SPECIFICATIONS FOR FILL CONSTRUCT THE SAS IN THE NEW MATERIAL.
y% \ 7. INSTALLER SHALL CONTACT ENGINEER AT TIME OF SYSTEM COMPLETION FOR
SYSTEM CERTIFICATION AS REQUIRED.
8. CONTACT ENGINEER IF ANY QUESTIONS OR DOUBTS ARISE REGARDING SOIL
` I CONDITIONS ENCOUNTERED DURING CONSTRUCTION,
` 9. NO KNOWNWELLS EXIST WITHIN 200 FT. OF THE PROPOSED SEPTIC SYSTEM
t, OTHER THAN THOSE SHOWN.
10.DRIVEWAY SHALL BE OF SETH -PERVIOUS MATERIALS. SEE LANDSCAPE PLAN
FOR SITE RESTORATIPON / MITIGATION PLANS.
DESIGN DATA
� `Ts
HYDRAULIC LOADING - 3 BEDROOMS X 110GPD/BR = 330.0 CPD
SEPTIC TANK DESIGN
200% X 330 GAL = 660 GAL. - PROVIDE 1500 GALLON TANK UNIT SIZED FOR
SINGULAIR BIO -KINETIC WASTEWATER TREATMENT SYSTEM. OBTAIN SYSTEM
i
DEEP OBSERVATION HOLE 01 SUPPLIER 0 & M CONTRACT PRIOR TO CONSTRUCTION APPLICATION. SUPPLY
Sl Trot Date: April 28, 2010;EQUIVALENT TECHNOLOGY ONLY UPON ENGINEER AND HEALTH DEPT.
P ' Njitness: AMY VONIIONE, RS, YAR1fOVTll HEALTH DEPT. AUTHORIZATION
P RFORSfED BY Robert M. Perry, P.E.
elevation
depth (in.)
}
}
texture
color
mottling
V
11
7-0-6.7
0.9
A
r-:
IO YR 311(
PROPOSED 1500 GAL SEPTIC TANK
Fill
178 t \STEPS
9-26
1
� '
10 YR116
VO
Fill
4.9-2.4
26.55
CI
Sand. loam
10 SR 6/
1. THE WORK AREA SHALL BE DESIGNATED WITH A WORK LIMIT INSTALLED AS
SPECIFIED BY THE YARMOUTH CONSERVATION COMMISSION WHERE SHOWN. THE
WORK LLNUT SHALL REMAIN IN PLACE UNTIL THE WORK IS COMPLETE AND THE
AREA CLEARED OF MINOR DEBRIS WITH FULL GROUND COVER RESTORATION.
2. NO CONSTRUCTION WORK-RELATED ACTIVITY SHALL OCCUR BEYOND THE WORK
LIMIT.
3. ACCESS TO THE WORK SITE SHALL BE VIA THE STREET AND PROPOSED DRIVEWAY
AREA.
4. ALL PRUNED BRANCHES, VINES AND / OR ROOTS AND SLASH SHALL BE REMOVED
FROM THE PROPERTY.
5. THE SITE SHALL BE RESTORED TO A THICKLY VEGETATED CONDITION WITHIN THE
50 FT. BUFFER BY THE PLANTING ABUNDANT NATIVE SHRUBS. A LANDSCAPE PLAN
CAN BE MADE AVAILABLE TO DEMONSTRATE THE MITIGATION PORTION OF THE
PROJECT.
6. ALL WORK SHALL BE IN ACCORDANCE WITH TITLE 5 AND TOWN OF YARMOUTH
HEALTH CODE AND CONSERVATION CO -MMI BION REQUIREMENTS.
7, CONTRACTOR IS REMINDED TO REFER TO THE ORDER OF CONDITIONS ISSUED FOR
THE WORK ACTIVITY BY THE YARMOUTH CONSERVATION COMMISSION.
GENERAL NOTES
�o 1. ELEVATIONS REFER TO NGVD 1929. ELEVATION BENCHMARK IS THE CATCH
BASIN RAI RTIERE SHOWN. CONTACT CAPE COD ENGINEERING, INC. FOR
70PQe B / f-� ,v ADDITIONAL ELEVATION INFORMATION.
2. PLAN REFERENCE: TOPOGRAPHIC SURVEY PREPARED BY SCHOFIELD
{ BROTHERS OF CAPE COD, INC.; ROBERT FREEMAN, PIS; MARCH. 11, 2010 AND
PLAN BOOK 179, PAGE 49 LOT 11
8' CORRUGATE
PIPE INV=3.3
W
3. ALL SEPTIC SYSTEM CONSTRUCTION MATERIALS AND PROCEDURES SHALL
t5 CONFORM TO THE STATE SANITARY CODE, TITLE 5 AND TOWN OF YARMOUTH
S / HEALTH BOARD APPROVAL FOR THE DESIGN.
= 4. PERCOLATION TESTS SHALL BE PERFORMED TO VERIFY A 5 MPI OR FASTER
> '` I =`"• cc PERCOLATION RATE USING A DEWATERING PROCESS PRIOR TO BUILDING
FO L LI N S POND PERMIT APPROVAL AND CONSTRUCTION APPROVAL FOR THE NEW SYSTEM.
r 5. INSTALLATION CONTRACTOR SHALL VERIFY THE SEPTIC SOIL PIPE CONDITION
(TIDAL) AT THE FOUND I,TION AS SET BY THE PLUMBER PRIOR TO MAKING
io CONNECTION TO THE NEW SEPTIC TANK
6. A S FT. PERIMETER EXCAVATION IS REQUIRED TO REMOVE THE SURFACE SOUS
k AND OTHER UNSUITABLE SOIL. SOIL TESTS INDICATE A DEPTH OF REMOVAL IS
m APPROXIMATELY 7 FT. BACK FILL WITH CLEAN SAND MEETING TITLE 5
• I SPECIFICATIONS FOR FILL CONSTRUCT THE SAS IN THE NEW MATERIAL.
y% \ 7. INSTALLER SHALL CONTACT ENGINEER AT TIME OF SYSTEM COMPLETION FOR
SYSTEM CERTIFICATION AS REQUIRED.
8. CONTACT ENGINEER IF ANY QUESTIONS OR DOUBTS ARISE REGARDING SOIL
` I CONDITIONS ENCOUNTERED DURING CONSTRUCTION,
` 9. NO KNOWNWELLS EXIST WITHIN 200 FT. OF THE PROPOSED SEPTIC SYSTEM
t, OTHER THAN THOSE SHOWN.
10.DRIVEWAY SHALL BE OF SETH -PERVIOUS MATERIALS. SEE LANDSCAPE PLAN
FOR SITE RESTORATIPON / MITIGATION PLANS.
DESIGN DATA
� `Ts
HYDRAULIC LOADING - 3 BEDROOMS X 110GPD/BR = 330.0 CPD
SEPTIC TANK DESIGN
200% X 330 GAL = 660 GAL. - PROVIDE 1500 GALLON TANK UNIT SIZED FOR
SINGULAIR BIO -KINETIC WASTEWATER TREATMENT SYSTEM. OBTAIN SYSTEM
i
DEEP OBSERVATION HOLE 01 SUPPLIER 0 & M CONTRACT PRIOR TO CONSTRUCTION APPLICATION. SUPPLY
Sl Trot Date: April 28, 2010;EQUIVALENT TECHNOLOGY ONLY UPON ENGINEER AND HEALTH DEPT.
P ' Njitness: AMY VONIIONE, RS, YAR1fOVTll HEALTH DEPT. AUTHORIZATION
P RFORSfED BY Robert M. Perry, P.E.
elevation
depth (in.)
boriron
texture
color
mottling
other
7-0-6.7
0.9
A
L.Sand
IO YR 311(
PROPOSED 1500 GAL SEPTIC TANK
Fill
6.7-4.8
9-26
B
L. Sand
10 YR116
VO
Fill
4.9-2.4
26.55
CI
Sand. loam
10 SR 6/
TEST HOLE LOCATION
till
Fill
2.4 • 0
55. 84
C2
PEAT
10-01
184-96
C3
5ird.sand
PERCOLATION RATE - LESS THAN 5 MPI
LONG TERM HYDRAULIC LOAD RATE = 0.74 GAL/S.F.
SIDEWALL AREA: NOT APPLICABLE RTTH BED -TYPE SAS
BOTTOM AREA= 40' X 11.5'= 460.0 S.F.
LOADING: (460 S.F.) 0.74 GAIAFJDAY - 340.4 GPD
TOTAL LEACHING CAPACITY - 340.4 CPD
PROVIDE BED - TYPE SAS, 40 FT. LONG X 11.5 FT. RIDE W/ 6INCH EFFECTIVE DEPTH
RESERVE AREA = 50'X 9'= 450 S.F. REQUIRES TANK AND P.C. RELOCATION
Parent material: Claeiol Outwash ( Fill to 55 inches) *TILE DESIGN IS NOT SUITABLE FOR USE WITH A GARBAGE DISPOSAL UNFF
Depth to Groundwater. 69 inches ( el. = 13)
Not percolation tested due to groundwater, assumed ins than 5NIP1 In C3. Future thing
shall he by dewatering or other location.
,V SETUC
AVE
LOCUS
KEY MAP
NO SCALE
FOLLINS
I POND
YARMOUTH, MA
LEGEND
PROPOSED CONTOUR
EXISTING CONTOUR
W
WATER LINE
OVERHEAD WIRES
- DRAIN UNE
ao o
PROPOSED 1500 GAL SEPTIC TANK
is
PROPOSED DISTRIBUTION BOX
®
PROPOSED S.A.S.
PROPOSED RESERVE AREA
VO
PROPOSED PUMP CHAMBER
x5 ,c
EXISTING SPOT GRADE
®
PROPOSED SPOT GRADE
t
TEST HOLE LOCATION
GROUNDWATER ELEVATION IMS BEEN
DETERMINED BY FRIMPTER METHOD.
APRIL 28 SOIL TESTS FOUND
GROUNDWATER ELEV, - 0.75
RESTRICTED BY SUBSURFACE PEAT;
FRIMPTE1 ADJUSTMENT OF 03 FT. ADJ.
HIGH GROUNDWATER ELEV. =1,1 ( USE
ELEV. = 24 FOR DESIGN)
FINISH GRADE TOPOGRAPHIC SITE PLAN
SHOWING
PROPOSED CONSTRUCTION OF
MINIMUM D-909 2 LAYER a V4 ro A SINGLE FAMILY DWELLING
INSIDE DIMENSIONS
VALVE '' 12•x12' 3/4' DIA. PEASTONE \ AND SUBSURFACE SEWAGE DISPOSAL SYSTEM
1 PIPE SLOPE 0--
BOTTOM EL -7O 79 MERCHANT AVENUE, YAEMOUTHPORT, MA
_ - L PIPES 40• ASSESSORS MAP 127, FARCEL 33
900
7,83 7.70 S A•S•
PREPARED FCR
3/4- TO 1-I/2• DIA
DOUBLE -WASHED SUSANNE McTNERNEY
FATIVE STONE N BED
COMPACTED BISE
N CNE➢ CONE
1/ 6' : APRIER wAu ./ STONE
CRUSHED LINE(s) E1anvS D -BOA Musr FCE
NOVEMBER 30, 2010 SCALE - AS NOTED
REMAIN LEVEL FOP. 2'-0*
BEFORE PITCHING DOWN TO f V, b -DIA. PErii PVC PIPEy+y� PREPARED $Y
PUMP CHAMBER LEACmNG FAautr ERT
4 CONTRACTOR SMALL CONTACTCAPE COD ENGINEERING, INC.
SEE SPECIFICATIONS ENGINEER FOR VERT LAYOUT `-! M.
1 S. PERRY w ROBERT M. PERRY, P.E.
C.✓SL
SEPTIC SYSTEM PROFILE S.A.S. CROSS SECTION 7 P.O. BOX 1517
NO SCALE NO SCALE \ re¢ EAST DENNIS, MA 02641
SOU I RE S. D WG 508-385-1445
M
H BASIN
i
CATCH EAS'N
RIA+=6 2
TnP OF FOUNDAPON
ID.0
FINISH GRADE
2
EXISTING DWELLING
PLAN
1 inch - 20 fL
MAWOLE AND COVER -MN 2e DIA.
RAISE COVERS TO WHIN 6'
OF FIN:94 GRADE
i
YY
1A UNIT
UNIT
,.5 T 770-s-��
1.25 O I ,.D:--I
.D
6. OF 3/4- TO
--7- --
t:
1-1/2' CIA. STONE
texture
BELOW TANK
ULIRLAOLET
TANK
I other
SEPTIC DISINFECTION UNIT
PRECAST REINFORCED CONCRETE
0-9
CAPACITY: 1500 GALLONS
ALL PPE TO BE 4" DIA.
(H-20)
PVC TIGHT JOINT WITH
Fill
MINIMUM SLOPE OF 1/8'
9-26
PER FT.
L.Sand
91
FOLLINS POND
(TIDAL)
''.I DEEP OBSERVATION HOLE #I
Test Date: April 28, 2010;
Y�j''itnear. AMY VONHONE, RS, YARMOUTH HEALTH DEPT.
PERFORMED BY Robert M. Perry, P.E.
elevation
depth (in.)
horizon
texture
color
mottling
I other
7.0--6.7
0-9
A
L. Sand
IO YR 311
SEE SPECIFICATIONS
Fill
6.7-4.8
9-26
B
L.Sand
10 YR 5/6
Fill
4.8-2.4
26-55
CI
Sand. loam
10 YR 61
Fill
2.4- 0
55- 84
C2
PEAT
0-01 194-96
1 C3
Med. sand
Parent material: Glacial Outwash ( Fill to 55 inches)
Depth to Groundwater. 69 inch" (el. - 1. -
Not percolation tested due to groundwater; assumed I"s than 5MPI In C3. Future testing
shall be by de -watering or other location.
INSERVATION NOTES
1. THE {YORK AREA SHALL BE DESIGNATED WITH A WORK LIMIT NSTALLED AS
SPECIFIED BY THE YARMOUTH CONSERVATION COMMISSION WHERE SHOWN. THE
WORK LLNHT SHALL REMAIN IN PLACE UNTIL THE WORK IS COMPLETE AND THE
AREA CLEARED OF MINOR DEBRIS WITH FULL GROUND COVER RESTORATION.
2. NO CONSTRUCTION WORK-RELATED ACTIVITY SHALL OCCUR BEYOND THE WORK
LEVITT.
3. ACCESS TO THE WORK SITE SHALL BE VIA THE STREET AND PROPOSED DRIVEWAY
AREA.
4. ALL PRUNED BRANCHES, VINES AND I OR ROOTS AND SLASH SHALL BE REMOVED
FROM THE PROPERTY.
5. THE SITE SHALL BE RESTORED TO A THICKLY VEGETATED CONDITION WITHIN THE
50 FT. BUFFER BY THE PLANTING ABUNDANT NATIVE SHRUBS. A LANDSCAPE PLAN
CAN BE MADE AVAILABLE TO DEMONSTRATE THE MITIGATION PORTION OF THE
PROJECT.
6. ALL WORK SHALL BE IN ACCORDANCE WITH TITLE 5 AND TOWN OF YARMOUTH
HEALTH CODE AND CONSERVATION COMMISSION REQUIREMENTS.
7. CONTRACTOR IS REMINDED TO REFER TO THE ORDER OF CONDITIONS ISSUED FOR
THE WORK ACTIVITY BY THE YARMOUTH CONSERVATION COMMISSION.
GENERAL NOTES
1. ELEVATIONS REFER TO NGVD 1929. ELEVATION BENCHMARK IS THE CATCH
BASIN RAM WHERE SHOWN. CONTACT CAPE COD ENGINEERING, INC. FOR
ADDITIONAL ELEVATION INFORMATION.
2. PLAN REFERENCE: TOPOGRAPHIC SURVEY PREPARED BY SCHOFIELD
BROTHERS OF CAPE COD, INC.; ROBERT FREEMAN, PLS; MARCH. 11, 2010 AND
PLAN BOOK 179, PAGE 49 LOT 11
3. ALL SEPTIC SYSTEM CONSTRUCTION MATERIALS AND PROCEDURES SHALL
CONFORM TO THE STATE SANITARY CODE, TITLE 5 AND TOWN OF YARMOUTH
HEALTH BOARD APPROVAL FOR THE DESIGN.
4. PERCOLATION TESTS SHALL BE PERFORMED TO VERIFY A 5 MPI OR FASTER
PERCOLATION RATE USING A DEWATERING PROCESS PRIOR TO BUILDING
PERMIT APPROVAL AND CONSTRUCTION APPROVAL FOR THE NEW SYSTEM.
5. INSTALLATION CONTRACTOR SHALL VERIFY THE SEPTIC SOIL PIPE CONDITION
AT THE FOUND MON AS SET BY THE PLUMBER PRIOR TO MAKING
CONNECTION TO THE NEW SEPTIC TANK.
6. A 5 FT. PERIMETER EXCAVATION IS REQUIRED TO REMOVE THE SURFACE SOILS
AND OTHER UNSUITABLE SOIL. SOIL TESTS INDICATE A DEPTH OF REMOVAL IS
APPROXIMATELY 7 FT. BACK FILL WITH CLEAN SkND MEETING TITLE 5
SPECIFICATIONS FOR FILL, CONSTRUCT THE SAS IN THE NEW MATERIAL.
7. INSTALLER SHALL. CONTACT ENGINEER AT TIME OF SYSTEM COMPLETION FOR
SYSTEM CERTIFICATION AS REQUIRED.
8. CONTACT ENGINEER IF ANY QUESTIONS OR DOUBTS ARISE REGARDING SOH,
CONDITIONS ENCOUNTERED DURING CONSTRUCTION.
9. NO KNOWN WELLS EXIST VITTHIN 200 FT. OF THE PROPOSED SEPTIC SYSTEM
OTHER THAN THOSE SHOWN.
10. DRIVEWAY SHALL BE OF SEMI -PERVIOUS MATERIALS. SEE LANDSCAPE PLAN
FOR SITE RESTORATIPON / MITIGATION PLANS.
HYDRAULIC LOADING - 3 BEDROOMS X 110GPDBR=330.0 CPD
SEPTIC TANK DESIGN
200% X 330 GAL = 660 GAL - PROVIDE 1500 GALLON TANK UNIT SIZED FOR
SINGULAIR BIO -KINETIC WASTEWATER TREATMENT SYSTEM. OBTAIN SYSTEM
SLTPLIER 0 & M CONTRACT PRIOR TO CONSTRUCTION APPLICATION. SUPPLY
EQUIVALENT TECHNOLOGY ON1Y UPON ENGINEER AND HEALTH DEPT.
AUTHORIZATION
SAS DESIGN
PERCOLATION RATE - LESS THAN 5 MPI
LONG TERM HYDRAULIC LOAD RATE - 0.74 GALIS.F.
STDEWALL AREA: NOT APPLICABLE WITH BED -TYPE SAS
BOTTOM AREA = 40'X 11.5'= 460.0 S.F.
LOADING: (460 S.F.) 0.74 GALIS.FJDAY = 340.4 CPD
TOTAL LEACHING CAPACITY -340.4 CPD
PROVIDE BED - TtTE SAS, 40 FT. LONG X I15 FT. WIDE W/ 6 INCH EFFECTIVE DEPTH
RESERVE AREA = 50'X 9'= 450 S.F. REQUIRES TANK AND P.C. RELOCATION
*THE DESIGN IS NOT SUITABLE FOR USE WITH A GARBAGE DISPOSAL UNIT
MR/IMIJM D -BOX q• UYER OF 1/4' 1O
INSIDE DMENSCNS /
VALVEpiuo
72•,12• 3/4' DIA. PEASTONE \PIPE SLOPE 0.5%
VE
BBOTTOM ELT O
1 RRES ,O
u 70 S•A•S•
H
j
COMPACTEDA AOF �-BOX
W/ LAYER T1DIE.
CRUSHED STONE UNE(S) EYJTNG D -BOX MUST
REMAIN LEVEL FOR 2'-0'
ING DOWN 70
PUMP CHAMBER
LEACHING FAm
A CprTRACTCR SHALL CONTACT
SEE SPECIFICATIONS
ENCKER FOR VW LAYOUT
SEPTIC
SYSTEM PROFILE
NO SCALE
3/4• TO 1-1/2' DIA,
DDIJBF-WASHED
NAIIK STONE N BED
MNYI-BACKED CONCRETE
"-"�-""'- ^" Toa•at BARRIER WALL e/ STONE p¢
i --•-T -per FACEt3.`�R
-.{I DIA PERF PVC PIPE
3s' I PERRY
fl 3 t CIVIL
S.A.S. CROSS SECTION 1ygPg
NO SCALE
SOUIRES.DWG
RQ.
AVE
LOCUS
KEY MAP
NO SCALE
FOLUNS I
POND
YARMOUTH, MA
LEGEND
® PROPOSED CONTOUR
EXISTING CONTOUR
W WATER UNE
OVERHEAD W.RES
DRAIN UNE
PROPOSED 15M GAL SEPTIC TANK
o PROPOSED DISTRIBUTION BOX
® PROPOSED S.A.S.
[-] PROPOSE➢ RESERVE AREA
(p� PROPDSED PUMP CHAMBER
EXISTING SPOT GRADE
® PROPOSED SPOT GRADE
w TEST HOLE LOCATION
R
GROUNDWATER ELEVATION HAS BEEN
DETERMINED BY FRIMPTER METHOD.
APRIL 28 SOIL TESTS FOUND
GROUNDWATER ELEV. - 0.75
RESTRICTED BY SUBSURFACE PEAT;
FRMPTER ADJUSTMENT OF 0.3 FI. ADJ.
HIGH GROUNDWATER ELEV. =1.1( USE
ELEV. = 2.4 FOR DESIGN)
TOPOGRAPHIC SITE PLAN
SHOWING
PROPOSED CONSTRUCTION OF
A SINGLE FAMILY DWELLING
AND SUBSURFACE SEWAGE DISPOSAL SYSTEM
AT
79 MERCHANT AVENUE, YAEMOUTHPORT, MA
ASSESSORS MAP 127, FARCEL 33
PREPARED FCR
SUSANNE MCIN[RNEY
NOVEMBER 30, 2010 ESCALE - AS NOTED
PREPARED BY
CAPE COD ENGINEEMG, INC.
ROBERT M. PERRY, P.E.
P.O. BOX 1517
EAST DENNIS, MA 02641
508-385-1445
TCP OF FCUNDAnON
EL X100
FlN:SH GRADE
EXISTING DWELLING
i
1z'
WATER 01 P
., GATE : fc
r �YJ
tom•,- ,
i
II 9\V
v rs'
M<
\ %
tZ1
Fri/ O
` PROPOSED
PERVIOUS \
I R I
DRI
CATCH
BASIN
TCH RIM=6.1
(BASIN TO B INV=4. A.
(REPLACED
w/ SOLID 6' s ,L 70' FROM TOP OF 8
DIA. x 3.5'
H BASIN
■tIF
J /
CATCH BASIN
R,A,=F 2
DECK
/urrtLLlrvG i� � i
OF7-90
- � 7r
PLAN
20
1 inch = 20 &
MANHOLE AND COVER-M!N 24• DIA.
RAISE COVERS r0 WTHW 6•
OF FINISH GRADE
5,0 T a 425
GJ
4.0 =S4 0
6. O 3/4- TO --- - - -
1-1/2' DA. STONE i
BELOW TANK ULTRLIAOLE
SEPTIC TANK DISINFECTION UNIT
PRECAST REINFORCED CONCRETE
NOTE" CAPACITY: 1500 GALLONS
ALL PIPE TO BE 4" DIA. (H-20)
PVC TIGHT JOINT WITH
MINIMUM SLOPE OF 1/0'
PER FT.
OF
118"
RAI
r�
i
1. THE WORK AREA SHALL BE DESIGNATED WITH A WORK LIMIT ViSTALLED AS
SPECIFIED BY THE YARMOUTH CONSERVATION COMMISSION WHERE SHOWN. THE
WORK LIMIT SHALL REMAIN IN PLACE UNTIL THE WORK IS COMPLETE AND THE
AREA CLEARED OF MINOR DEBRIS WITH FULL GROUND COVER RESTORATION.
2. NO CONSTRUCTION WORK-RELATED ACTIVITY SHALL OCCUR BEYOND TTIE WORK
LIMIT.
3. ACCESS TO THE WORK SITE SHALL BE VIA THE STREET AND PROPOSED DRIVEWAY
AREA.
4. ALL PRUNED BRANCHES, VINES AND / OR ROOTS AND SLASH SHALL BE REMOVED
FROM THE PROPERTY.
5. THE SITE SHALL BE RESTORED TO A THICKLY VEGETATED CONDITION WITHIN THE
50 FT. BUFFER BY THE PLANTING ABUNDANT NATIVE SHRUBS. A LANDSCAPE PLAN
CAN BE MADE AVAILABLE TO DEMONSTRATE THE MITIGATION PORTION OF THE
PROJECT.
6. ALL WORK SHALL BE IN ACCORDANCE WITH TITLE 5 AND TOWN OF YARMOUTH
HEALTH CODE AND CONSERVATION COMMISSION REQUIREMENTS.
7. CONTRACTOR IS REMINDED TO REFER TO THE ORDER OF CONDITIONS ISSUED FOR
THE WORK ACTIVITY BY THE YARMOUTH CONSERVATION COMMISSION.
t Q GENERALNOTES
1. ELEVATIONS REFER TO NGVD 1929. ELEVATION BENCHMARK IS THE CATCH
�, B f; / BASIN RIM WHERE SHOWN. CONTACT CAPE COD ENGINEERING, INC FOR
q Vk ADDITIONAL ELEVATION USTFORMATION.
2. PLAN REFERENCE: TOPOGRAPHIC SURVEY PREPARED BY SCHOFIELD
r BROTHERS OF CAPE COD, INC; ROBERT FREEMAN, PLS; MARCH, 11, 2010 AND
PUN BOOK 179, PAGE 49 LOT 11
Cr 8�K l' I - 3. All. SEPTIC SYSTEM CONSTRUCTION MATERIALS AND PROCEDURES SHALL
CONFORM TO TAE STATE SANITARY CODE, TITLE 5 AND TOWN OF YARMOUTH
` / HEALTH BOARD APPROVAL FOR THE DESIGN.
elevation
Z
4. PERCOLATION TESTS SHALL BE PERFORMED TO VERIFY A 5 MPI OR FASTER
texture
color
I
BUILDING
7.0-6.7
0-9
POND
PET"RVNDcovUR�
RIAPPOAL AN�CTIONAPPROVAL FOR THE NEW YTEM.
10 YR 311
Q
(TIDAL)
5. INSTALLATION CONTRACTOR SHALL VERIFY THE SEPTIC SOIL PIPE CONDITION
9-26
R
L. Sand
AT THE FOUND 4TION AS SET BY THE PLUMBER PRIOR TO MAKING
�� �P •
Q .
° ' : o
I
CONVECTION TO THE NEW SEPTIC TANK
CN
Sand. loam
10 YR 6/
6. A 5 FT. PERIMETER EXCAVATION IS REQUIRED TO REMOVE THE SURFACE SONS
INK,'
o
55- 84
AND OTHER UNSUITABLE SOIL. SOIL TESTS INDICATE A DEPTH OF RE510VAL IS
PEAT
APPROXIMATELY 7 FT. BACK FILL WITH CLEAN SAND MEETUNG TITLE 5
0--i 184-
96 1
C3
SPECIFICATIONS FOR FILL. CONSTRUCT THE SAS IN THF. NEW MATERIAL.
7. INSTALLER SHALE. CONTACT ENGINEER AT TIME OF SYSTEM COMPLETION FOR
I
SYSTEM CERTIFICATION AS REQUIRED.
8. CONTACT ENGINEER IF ANY QUESTIONS OR DOUBTS ARISE REGARDING SOU.
CONDITIONS ENCOUNTERED DURING CONSTRUCTION.
9. NO KNOWN WELLS EXIST WITHIN 200 FT. OF TTIE PROPOSED SEPTIC SYSTEM
OTHER TITAN TTIOSE SHOWN.
_
C
10. DRIVEWAY SHALL. BE OF SEMI -PERVIOUS MATERIALS. SEE LANDSCAPE PLAN
FOR SITE RESTORATIPON IM ITICATION PLANS.
PFS -G DATA
HYDRAULIC LOADING - 3 BEDROOMS X 110GPDBR = 330.0 GPD
SEPTIC TANK DESIGN
8" CORRUGATED
PIPE INV=3.3
200% X 330 GAL. = 660 GAL. - PROVIDE 1500 GALLON TANK UNIT SIZED FOR
f
SINGULAIR BIO -KINETIC WASTEWATER TREATMENT SYSTEM. OBTAIN SYSTEM
yr
DEEP OBSERVATION HOLE #I
SUPPLIER 0 & M CONTRACT PRIOR TO CONSTRUCTION APPLICATION. SUPPLY
Tdt Date: April 23, 2010;
EQUIV
F,QUIVALENT TF.CFLN'OLOGY ONLY UPON ENGINEER AND HEALTH DEPT,
I N ;tness: AMY VONIIONF., RS, YARM017R HEALT11 DEPT.
AUTHORIZATION
P RFORMED RY Robert M. Perry, P.E.
elevation
depth (in.)
horizon
texture
color
mottling
other
7.0-6.7
0-9
A
L. Sand
10 YR 311
PROPOSED 1500 GAL SEPTIC TANK
Fill
6.7-4.8
9-26
R
L. Sand
10\'R 516
Fill
4.8-2.4
26-55
CN
Sand. loam
10 YR 6/
TEST HOLE LOCATION
Fill
2.4- 0
55- 84
C2
PEAT
0--i 184-
96 1
C3
11led.sand
PERCOLATION RATE - LESS THAN 5 MPI
LONG TERM HYDRAULIC LOAD RATE = 0,74 GAIJS.F.
SEDEWALL AREA: NOT APPLICABLE WITH BED -TYPE SAS
BOTTOM AREA = 40'X 11.5'= 460.0 S.F.
LOADING: (460 S.F.) 0.74 GAUSFJDAY - 340.4 GPD
TOTAL LEACHING CAPACITY =340A CPD
PROVIDE BED - TYPE SAS, 40 FT. LONG X 115 FT. WIDE 1V/ 6 INCH EFFECTIVE DEPTH
RESERVE AREA = 50'X 9'= 450 S.F. REQUIRES TANK AND P.C. RELOCATION
Parent material: Glacial Outwash (Fill to 55 inches) *TAE DESIGN IS NOT SUITABLE FOR USE WITH A GARBAGE DISPOSAL UNIT
Depth to Groundwater. 69 inches ( ei.. l3)
Not percolation tented due to groundwater; assumed less than 5MP1 in C3. Future testing
shall be by de -watering or other location.
R,F
2
MERCHANTS
AVE
LOCUS
KEY MAP
NO SCALE
FOLONS
POND
YARMOUTH, MA
LEGEND
PROPOSED CONTOUR
EXISTING CONTOUR
W
WATER LINE
OVERHEAD WIRES
DRAIN UNE
i O 67
PROPOSED 1500 GAL SEPTIC TANK
o
PROPOSED DISTRIBUTION BOX
PROPOSED SASS
PROPOSED RESERVE AREA
PROPOSED PUMP CHAMBER
DOSTINO SPOT GRADE
®
PROPOSED SPOT GRADE
a
TEST HOLE LOCATION
;flTi104� `i4y14
GROUNDWATER ELEVATION HAS BEEN
DETERMLVED BY FRIMPTER METIIOD.
APRIL 28 SOIL TESTS FOUND
GROUNDWATER ELEV. - 0.75
RESTRICTED BY SUBSURFACE PEAT;
FRI.MPTER ADJUSTMENT OF 03 FT. ADJ.
HIGH GROUNDWATER ELEV. =1.1( USE
ELEV. = 2.0 FOR DESIGN)
__1- -- - - - -- - - -- -- - - - -- -- ---- -- FlNI� �R�E- - - --- - TOPOGRAPHIC SITE PLANT
SHOWING
PROPOSED CONSTRUCTION OF
M'N.'M'JM D-BOs
VALVE� � -,,,,,--INSIDE aMEN9ans 2• LAYER OF 1/4• TO A SINGLE FAMILY DWELLING
12'.12' 3/4 DIA. PEASTONE \ ANT SUBSURFACE SEWAGE DISPOSAL SYSTEM
VE 1 i PIPE SLOPE osx
- - - ---- -- - --- AT
BO TOM n.=7D 79 MERCHANT AVENUE, YARMOUTHPORT, MA
7
a PIPES i0' ASSESSORS MAP 127, FARCEL 33
8.00 7.83 7 70
PREPARED FCR
r
3;4 TO +-1/2- DIA.
DouBLE-wn;NFo SUSANNE McINERNEY
t:APK STONE N BED
COMPACTED BASE D -130X _ _ _ _
i NNYL.-BACKED CONCRETE .iqr, OP
CRUSHED STONE LIINNE(S) EXITING D -BOX MUST -T:F"'•--"' -� roa'8.2 BARRIER WALL ./ STONE q'�
REMAIN LEVEL FOR 2'-0' 3 FALL EN VEMBER 30, 2010 SCALE - AS NOTED
PUMP CHAMBER BEAa°aN"'rAau rDw r0 T --TA 4' oln. FF P c PIPE µ. PREPARED BY
t CCN-R.ACTOR SHALL CONTACT_ 6' \ ERRV a'
SEE SPECIFICATIONS ENGINEER FOR VENT LAYOUT =55- - _ \ NIL CAPE COD ENGINEERING, INC.
4_ --ns' tN1a. 5880 ser ROBERT M. PERRY, P.E.
SEPTIC SYSTEM PROFILE S.A.S. CROSS SECTIONS P.O. BOX 1517
NO SCALE NO SCALE EAST DENNIS, MA 02641
SOU i RES. D WG 508-385-1445
CATCH ' J
BASIN TO Bq
REPLACED
•/ SCIUD 6'
DIA. x 3.5
H BASIN
I
0
1<
EXISTING DWELLING
tz
of
I r__
I ,,WATER
GATE
CJ 7S
n � �e
rs"
0 `•
PROPOSED
r° IPERVIOUS
R � DRIVEWA
TCH I ,
SIN
4 rI j�
A R 10 35 y1 I
a
\STEPS ,..
S
(i 3„
0
F /
iYrj-,i a�_�•
CATCH BASIN 1 1 - -
R:M=E 2
RI
� DECK
PLAN
Of)
V
77'
OF
1I8f
R
1-0
I inch - 20 M
DcN MANHOLE AND COVER-M!N 24' DIA.
RAISE COVERS TO Vfl Y'N 6'
OF FINISH GRADE
SH GRADE
114
4.0
INTRA=MOLE
SEPTIC TANK nICINEECTION UNIT
PRECAST REINFORCED CONCRETE
CAPACITY: 1500 GALlOt1S
(H-20)
4" DIA,
PATH
DF 1/B'
I'
FOLLINS POND
r (TIDAL)
i�
. v
II `�
;
r I
i
r'
m
OJT
Qhs
U
DEEP ORSERV:ATION FI01-F Y i
1'1PL /%1ty Test Date: April 2A. 2010;
e d ` AYitnne: A')SY VOr110`rF., RS, YARNICILT I I1EALTII DEPT.
PERFORNIED RY Robert St. Perry. Ps -
elevation depth (in.) herizon texture Arolor mottling other
L. Sard 10 YR 311 Fill
7.0-6.7 0-9 A
D 1- sans 10 VTR 516 Fill
6.7-4.8 9-26
4.A-2.4 26-55 C1 Sand. ham 10YR 61 (Fill
2A. 0 55- 84 C2 PEAT
Parent material: Glacial Outwash ( Fill to 55 inches)
CONSERVATION NOTES
1, THE WORK AREA SHALL BE DESIGNATED WITH A WORK LIMIT INSTALLED AS
SPECIFIED BY THE YARMOUTH CONSERVATION COMMISSION WHERE SHOWN. THE
WORK LIMIT SHALL REMAIN IN PLACE UNTIL THE WORK IS COMPLETES AND THE
AREA CLEARED OF MINOR DEBRIS WITH FULL GROUND COVER RESTORATION.
2. NO CONSTRUCTION WORK.RELATED ACTIVITY SHALL OCCUR BEYOND THE WORK
LIME.
3. ACCESS TO THE WORK SITE SHALL BE VIA THE STREET AND PROPOSED DRIVEWAY
AREA.
4. ALL PRUNED BRANCHES, VINES AND I OR ROOTS AND SLASH SHALL BE REMOVED
FROM THE PROPERTY.
5. SHALLTHE IT AEEPTHE
SO FT. SITE
Y THE PLANTING ABUNDANTIVE SHRUBS. LANDSCAPE
CAN BE MADE AVAILABLE TO DEMONSTRATE THE MITIGATION PORTION OF THE
PROJECT.
6. ALL WORK SHALL BE IN ACCORDANCE WITH TITLE 5 A- TOWN OF YARMOUTH
HEALTH CODE AND CONSERVATION COMMISSION REQUIREMENTS.
7. CONTRACTOR YBTYREFER TO THE CONSERVATIONORDER CS SLED FOR
ORCTIVITTHE YARMOUTH COMMIION.
("F\'FR 1A :lOT'ES
1. ELEVATIONS REFER TO NGVD 1929. ELEVATION BENCHMARK IS THE CATCH
BASIN RLI WHERE SHOWN, CONTACT CAPE COD ENGINEERING, INC. FOR
ADDITIONAL ELEVATION INFORMATION.
2. PLAN REFERENCE: TOPOGRAPHIC SURVEY PREPARED BY SCHOFIELD
BROTHERS OF CAPE COD, INC.; ROBERT FREEMAN, PLS; MARCH. It, 2010 AND
PLAN BOOK 179, PAGE 49 LOT 11
1. ALL SEPTIC SYSTEM CONSTRUCTION MATERIALS AND PROCEDURES SHALL
CONFORM TO THE STATE SANITARY CODE, TITLE 5 ANT) TOWN OF YARMOUTH
HEALTH BOARD APPROVAL FOR THE DESIGN.
4. PERCOLATION TESTS SHALL BE PERFORMED TO VERIFY A 5 MPI OR FASTER
PERCOLATION RATE USING A DEWATERING PROCESS PRIOR TO BUILDING
PERMIT APPROVAL AND CONSTRUCTION APPROVAL FOR THE NEW SYSTEM.
5. I\STALLATION CONTRACTOR SHALL VERIFY THE SEPTIC SOIL PIPE CONDITION
AT THE FOUND `,TIO` AS SET BY THE PLUMBER PRIOR TO MAKING
CONNECTION TO THE NEW SEPTIC TANK
6. A 5 FT. PERIMETER EXCAVATION' IS REQUIRED TO REMOVE THE SURFACE SOILS
AND OTHER UNSUITABLE SOLI. SOIL TESTS INDICATE A DEPTH OF REMOVAL IS
APPROXIMATELY 7 FT, BACK FILL WITH CLEAN SAND MEETING TITLE 5
SPECIFICATIONS FOR FILL. CONSTRUCT THE SAS IN THE NEW MATERIAL.
7. INSTALLER SHALL. CONTACT ENGINEER AT TIME OF SYSTEM COMPLETIONFOR
SYSTEM CERTIFICATION AS REQUIRED.
& CONTACT ENGINEER IF ANY QUESTIONS OR DOUBTS ARISE REGARDING SOIL
CONDITIONS ENCOUNTERED DURING CONSTRUCTION.
9. NO KNOWN WELLS EXIST WITHIN 200 FT. OF THE PROPOSED SEPTIC SYSTEM
OTHER THAN THOSE SHOWN.
IO.DRIVEWAY SHALL BE OF SEMI -PERVIOUS MATERIALS. SEE LANDSCAPE PLAN
FOR SITE RESTORATIPON I MITIGATION PLANS.
DESIG"ATA
HYDRAULIC LOADING - 3 BEDROOMS X 110GPDIBR= 330.0 GPD
SEPTIC TANK DESIGN
200% X 330 GAL = 660 GAL. - PROVIDE 1500 GALLON TANK UNIT SIZED FOR
SINCUL.AIR BIO -KINETIC WASTEWATER TREATMENT SYSTEM. OBTAIN SYSTEM
SUPPLIER EQUIVALENTECHNOLOGYO LYYUPO M CONTRACT PRIOR TO CONSTRUCTION
OSUPPLY
E.'GM RANDHEALTHDEPT.
AUTHORIZATION
S&DESIG>v
PERCOLATION RATE - LESS THAN 5 MPl
LONG TERM HYDRAULIC LOAD RATE - 0.74 GALIS.F.
SIDEWALL AREA: NOT APPLICABLE WITH BED -TYPE SAS
BOTTOM AREA = 40'X 11.5'= 460.0 S.F.
LOADING: (460 S.F.) 0.74 GAIIS.FJDAY = 340.4 GPD
TOTAL LEACHING CAPACITY - 340A CPD
PROVIDE BED -TYPE SAS, 40 FT. LONG X 11.5 IT. WIDE W/ 61NCH EFFECTIVE DEPTH
RESERVE AREA = 50'X 9'= 450 S.F. REQUIRES TANK AND P.C. RELOCATION
Wrnc -10-0IS NOT SUITAR1 F t•'nR 115E i 11 n AC RARA QACE DISPOSA>UNIT
Depth to Groundwatel69 inches ( e .
Not percolation toted due to groundwater; assumed iess than 5?SP1 in 0. Future luting
shall be by de -watering or other location.
CWPACTED BASE - L)-bVA Rau -
*1 6- LAYER OF LINES) E%11NG D -BOX MUST
CRUSHED STONE REMAIN LEVEL FOR 2'-0'
BEFORE PITCHING DOWN IO
pump CHAMBERLEACHING FA(
. c TRAcroR SHALL CONTACT
SEE SPECIFICATIONS ENGINEER FDR VB47 LAYOUT
SEPTIC SYSTEM PROFILE
NO SCALE
2' LAYER OF 1/4' TO
3/4' DIA. PEASTONE \
l` PIPE SLOPE 0 sx
40
TD �,
3/4' TO 1-1/2' DIA.
COUBLE-WASHED
1,ADVE STONE N BED ,+AMYL -BACKED CONCRETE
TpN-62 BARRICR WALL a/ STONE
FACE
--TT-4 M4 PE
SFS CROSS SECTION
NO SCALE
SOUIP.ES.DWG
MERCHANTS
AVE
LOCUS
KEY MAP
NO SCALE
FOLLINS I
POND
YARMOUTH, MA
LEGEND
-tom
PROPOSED CONTOUR
E)JSTING CONTOUR
W
WATER LINE
-
OVERHEAD WIRES
cj [1
DRAIN LINE
PROPOSED 1500 GAL SEPTIC TANK
o
PROPOSED DISTRIBUTION BOX
®
PROPOSED SAS
PROPOSED RESERVE AREA
PROPOSED PUMP CHAMBER
EXISTING SPOT GRADE
1
®
PROPOSED SPOT GRADE
TEST HOLE LOCATION
GROUNDWATER ELEVATION HAS BEEN
DETERMIYED BY FR MI TER METHOD.
APRIL 23 SOIL TEST'S FOU'N'D
GROUNDWATER ELEV. = 0.75
RESTRICTED BY SUBSLRFACE PEAT;
FRIM MI ADJUSTMENT OF 03 FT. ADJ.
HIGH GROUNDWATER ELEV. -1.1 ! USE
ELEV. = 2.1 FOR DESIGN)
TOPOGRAPHIC SITE PLAN
SHOWING
PROPOSED CONSTRUCTION OF
A SINGLE FAMILY DWELLING
AND SUBSURFACE SEWAGE DISPOSAL SYSTEM
AT
79 MERCHANT AVENUE, YAEMOUTHPORT, MA
ASSESSORS MAP 127, FARCEL 33
PREPARED FCR
SUSANNE McTi�ERNEY
OVEMBER 30, 2010 SCALE - AS NOTED
PREPARED BY
ET`s
a1. CAPE COD ENGINEERING, INC.
PERRY ROBERT M. PERRY, P.E.
°31 80 a P.O. BOX 1511
F . B a` EAST DEWS, MA 02641
0 508-385-1445