HomeMy WebLinkAboutEngineer PlanSCHEDULE OF ELEVATIONS EXISTING
1 INV. OF PIPE AT FOUNDATION = BUILDING #� 1
2 INV. OF PIPE AT SEPTIC TANK INLET =
3 INV. OF PIPE AT SEPTIC TANK OUTLET =
4 INV. OF PIPE AT FAST TANK INLET =
5 INV. OF PIPE AT FAST TANK OUTLET =
6 INV. OF PIPE AT D-BOX INLET =
7 INV. OF PIPE AT D-BOX OUTLET =
8 INV. OF PIPE AT LEACHING FIELD INLET =
9 BOTTOM OF LEACHING FIELD =
10 TOP OF STONE =
11 FINISHED GRADE OVER LEACHING FACILITY =
12 FINISHED GRADE OVER D-BOX =
13 FINISH GRADE OVER SEPTIC TANK =
14 FINISH GRADE OVER EXISTING SEPTIC TANKS =
15 FINISH GRADE AT FOUNDATION =
I
EXISTING OUTLET CONCRETE BAFFLE TO
BE REPLACED WITH 4" PVC OUTLET "T".
CONTRACTOR SHALL CONFIRM EXISTING
INVERT ELEVATION PRIOR TO
INSTALLATION OF SYSTEM
15 34.5 - 34.0 14 34.0±
UE-
EXISTING
' BUILDING
SEWER TO
JEMAIN
P
4
30.45 TANK #1
30.15 TANK #2
3 1 EXISTING *
*TO BE CONFIRMED
L I EXISTING SEPTIC
PIPE, REPLACE
WITH PVC SCH.
40 AS NEEDED.
in
SCH. 40 PVC TEES r;
GAS BAFFLE
SEWAGE SYSTEM PROFILE & DETAILS
NOT TO SCALE
PROPOSED 4" PVC TEES AND SEWER PIPE.
CONTRACTOR SHALL CONFIRM EXISTING
INVERT ELEVATION PRIOR TO
INSTALLATION OF SYSTEM
BLOWER UNIT TO BE
-COVER SET TO LOCATED AWAY FROM DWELLING
13 33.2± (SUB -SURFACE INSTALLATION)
FINISH GRADE
COVER SET TO WITHIN
6" OF FINISH GRADE
1 1 EXISTING j-L.
PROPOSED 1,500 GALLON LOW
2 1 EXISTING EXISTING SEPTIC TANK TO BE PROFILE FAST TANK, INTERNAL
INSPECTED AND TO REMAIN IF MOUNT MICROFAST MODEL 0.5 &
FOUND IN WORKING CONDITIONS. MODEL 0.9 (H-10 LOADING), USE
REPLACE IF DETERMINED TO BE ACME PRECAST UNIT OR EQUAL
INADEQUATE WITH A 1,500 GALLON
H-10 LOADING TANK.
* EXISTING BUILDING SEWER NOTES
1 - SEPTIC PIPE INVERT ELEVATIONS TO BE CONFIRMED PRIOR TO CONSTRUCTION.
2 - CONTRACTOR SHALL INTERCEPT EXISTING SEWER WITH NEW 4" PVC IN CONFORMANCE WITH TITLE 5.
/ p %� L J °a m m�
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00 / - / - - �% 1 / 5:-n `` ' ' III S
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co Lk
X,
FAST VENT AND BLOWER UNIT,
LOCATION TO BE DETERMINED IN
31.7
FIELD PER OWNER (TYP. OF 2)
i
31.9 n 0 �' I
1,500 GALLON FAST / /x 32.5 " 30.9 SAS #1: THREE(3) 500 GALLON Z
/ TANK "1" w/ MICROFAST S 3�4� x 31.7 CHAMBERS: 37.5' x 10.83' x 2' I Q 0 ii l
/ INSERT MODEL 0.5 ;c 32 28 81Q I 37 5 T 28,2
� --/
' �_ x % I
WATER METER PIT X32.3; -�'----1 u c11 /
REMOVE ALL UNSUITABLE MATERIAL
WATER METER PIT 0 31-9x DOWN TO "C" SOIL &REPLACE w/ j / (_9
69 O o 5(3), AS0 CLEANOARSE NECESSARY (TYPICAL)
T CIVIR
SAND PER 310
5O (/
S♦
\� 38'
15'MIN. i i >C
/ 33.4 / 0 `v) -C 14 0 30. W a f
/ CLEAN OUT 0} O x33.0 �, C x 31.Ox Q if l I
° I i / I
EXISTING TREATMENT x 34.0 O o �_
34.1x 15'M1,
/ SEPTIC TANK TO REMAIN i -� a� BREAKOUT
/ (TYPICAL OF 3) O i
DECK ,�� ( �o,
'- mj
- - p 31.Ox
CLEAN OUT 77.3- o S S #2: EIGHT (8) 500 GALLON i
CLEAN OUT j AMBERS: 75.33' x 10.83' x 2' i' GV
4" PVC SCH. 40 'o x33.
/ 4" PVC SCH. 40 r DCK -� L=51 L.F. CO �I
/ 33.7 L=16 L.F. - - CONC / P NC. DFC
/ 1,500 GALLON FAST pqT/O AT �, - K = 32 2 u- EXISTI LEACHING PITS TO BE PUMPED
1\ TANK "2" w/ MICROFAST REMOV D & DISPOSED OF OFF SITE AS i b
INSERT MODEL 0.9 / x 31.( NECESS RY FOR CONSTRUCTION, \ -U� 33.19x / F.�(/STD (APPRO (MATE LOCATION) (TYPICAL) J -I
VVODO41
L//toS1-OR U `� K29.6 '_' i l / TP#1
/ r
ll(12 BOOR NG #� �cK �D STOR o o �,n J� 14.6
/ U / MS,rOTq� *29.6
/ SHED
x 32.9
/ - 1 x32.2
-G- l
SH FM c x 27.2 \�� ti x 24.7
`ED
Pq RFD SHED U _ 31.8 / i�
-`f 9 fi
x326 R R
7/MgE Frq/
FM�
x 32.2 x 31. NING WgLt F'y� \ \` s>t O�
_-- - - W - LL yV- I \ \ \ -OOP
x 33.0 32.7 9.1 2 ij \
34.2 II __- �- x32.t, 27.8 \ \ x25.1 \\ _ -
x � �
EXISTING WATER MAIN
(APPROXIMATE LOCATION) a ^ - _ - \ �� TP#2\
\ x 33.5 x 33.6
x 33.3 -� 1 o
- x 33.2 -33.5
S)
CONC.
I � �� x34.4/ �; 30.1
\\ SLAB x 32.7 x 33.6 DFC CONC ` ` c 30.0 \ y
\ �N i i I x 32.4 k PgT/O \ x 2�.T w' x x 25.4
Z I x 32.4 x 33.1 x32.1 �� '3 \ 25.7
\ !`O Z �\ I x 34 .9 x 32.1 x 32.9 �� CO/VC.
PA ONC x 30.9 \
\ c x 35 \ T/0 C
N Q c'? x 33.4 AT/�C��C_
PA7 OC pA�No �2 3 \ " 28.4
Cp I
? m /%) DECK I x 33.5 P 770 CO/VC
x ` x 28.3
qT/O. qT/0 1
O -33.5
x 34.1 ��Q` x 30.1
CONC. ' ®! ,,` �35.oe ,�p�� WOOD LNG 2 ST \ x 28.,,1 -2 .1
SLAB �` '��' t'O � _ / F B(//CD/ CRY \ fi
x 34.1 - i , _ _ \\ FE�32 NG`s 30.2 , r
/ ELECTRICAL 34 c1 _ x 34.6 / 12
x35.0FM � 1
DECK / x�0.1 �.
x33.9 x33.9 TELE
I /
i
SERVICONE441
1
DECK S' co �
UTILITIES NOTE:
5 130.20 TANK #1
29.90 TANK #2
S=0.01 MI = N L 69' (SAS #1)
S=0.01 MIN L=38' (SAS #2)
v
6
1 29.37 SAS #1
29.72 SAS #2
6" MIN. CRUSHED STONE BASE
12 1 33.1, 32.2 1
S=2% MINIMUM
N
H-20 D-BOX
WITH SPEED
LEVELERS
NOTES: SEPTIC SYSTEM NOTES
1. FURNISH RISERS TO SET COVERS WITHIN 6 INCHES OF FINISH GRADE.
2. H-10 SEPTIC TANK AND CHAMBERS, (H-20) DISTRIBUTION BOX (D-BOX), AND SCHEDULE 40 PVC PIPE THROUGHOUT. 1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE,
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A TRENCH PERMIT FROM THE LOCAL MUNICIPALITY TITLE 5 (310 CMR 15.00), AND THE LOCAL BOARD OF HEALTH.
IN WHICH THE WORK IS BEING PERFORMED.
4. BIO-MICROBICS MICROFAST: MASS DEP GENERAL USE APPROVAL, TRANSMITTAL NUMBER X232831. 2. THERE SHALL BE NO CHANGES MADE IN THIS PLAN WITHOUT THE WRITTEN PERMISSION OF THE
ENGINEER AND LOCAL BOARD OF HEALTH.
11 32.3 - 31.0 SAS#1
RISER AND COVER TO BE SET TO
33.0 - 31.0 SAS#2 3. ALL ERRORS, OMISSIONS, AND CHANGE OF CONDITIONS AT THE SITE SHALL BE BROUGHT TO THE
WITHIN 6" OF FINISHED GRADE &
SERVE AS INSPECTION PORT
FILTER FABRIC �
10
29.8 SAS #1
30.0 AS #2
BACK FILL WITH
FIRST 2' SHALL
9" MIN. 36" MAX.
BE SET LEVEL
CLEAN MATERIAL
- S=0.01 L=VARIES, T - 35'
J=
LU
OO
O O O®
N W
-
O O
O O O O
O=
W
000000
�o
-
w PRECAST 500-GALLON CHAMBERS
�-
29.20 SAS #1
(H-20 LOADING)
29.55 SAS #2
7
8
9
1. CONTRACTOR SHALL CONTACT DIG -SAFE AND HAVE ALL
UNDERGROUND UTILITIES WITHIN THE AREAS ADJACENT TO
THE PROPOSED WORK MARKED PRIOR TO ANY EXCAVATION.
2. UNDERGROUND UTILITY ALIGNMENTS SHOWN ON THE PLANS
DEPICT APPROXIMATE LOCATIONS AND ARE NOT A ACTUAL
REPRESENTATION OF EXISTING CONDITIONS.
0 10 20 40
SCALE: 1" = 20'
8
9
1. CONTRACTOR SHALL CONTACT DIG -SAFE AND HAVE ALL
UNDERGROUND UTILITIES WITHIN THE AREAS ADJACENT TO
THE PROPOSED WORK MARKED PRIOR TO ANY EXCAVATION.
2. UNDERGROUND UTILITY ALIGNMENTS SHOWN ON THE PLANS
DEPICT APPROXIMATE LOCATIONS AND ARE NOT A ACTUAL
REPRESENTATION OF EXISTING CONDITIONS.
0 10 20 40
SCALE: 1" = 20'
9
1. CONTRACTOR SHALL CONTACT DIG -SAFE AND HAVE ALL
UNDERGROUND UTILITIES WITHIN THE AREAS ADJACENT TO
THE PROPOSED WORK MARKED PRIOR TO ANY EXCAVATION.
2. UNDERGROUND UTILITY ALIGNMENTS SHOWN ON THE PLANS
DEPICT APPROXIMATE LOCATIONS AND ARE NOT A ACTUAL
REPRESENTATION OF EXISTING CONDITIONS.
0 10 20 40
SCALE: 1" = 20'
1. CONTRACTOR SHALL CONTACT DIG -SAFE AND HAVE ALL
UNDERGROUND UTILITIES WITHIN THE AREAS ADJACENT TO
THE PROPOSED WORK MARKED PRIOR TO ANY EXCAVATION.
2. UNDERGROUND UTILITY ALIGNMENTS SHOWN ON THE PLANS
DEPICT APPROXIMATE LOCATIONS AND ARE NOT A ACTUAL
REPRESENTATION OF EXISTING CONDITIONS.
0 10 20 40
SCALE: 1" = 20'
ATTENTION OF THE ENGINEER PRIOR TO PERFORMING THE RELATED WORK.
4.
ALL DISTURBED AREAS ARE TO BE LOAMED, SEEDED AND MAINTAINED TO PREVENT EROSION.
5.
FOR PROPER PERFORMANCE, SEPTIC TANK SHOULD BE INSPECTED AT LEAST ONCE A YEAR AND
WHEN THE TOTAL DEPTH OF SCUM AND SOLIDS EXCEEDS 1/3 THE LIQUID DEPTH OF THE TANK, THE
TANK SHOULD BE PUMPED.
6.
THIS SYSTEM HAS BEEN DESIGNED FROM DATA REVIEWED AND ACKNOWLEDGED BY THE MASS.
15' MIN. BREAKOUT GRADE
D.E.P. AND THE LOCAL BOARD OF HEALTH; AND CONFORMS WITH THE REQUIREMENTS OF THE
STATE ENVIRONMENTAL CODE, TITLE 5. NO GUARANTEE OF PERFORMANCE IS EXPRESSED OR
IMPLIED.
7
TEST HOLE INFORMATION SHOWN HEREON IS LIMITED TO SOIL CONDITIONS FOUND AT THAT
PARTICULAR TEST HOLE LOCATIONS AND IS NOT CONSIDERED AN IMPLIED OR EXPRESSED
WARRANTY OF SOIL CONDITIONS BEYOND LIMITS OF SUCH TEST HOLES.
CONTRACTOR SHALL CONTACT ENGINEER TO ASSESS
8.
ALL ORGANIC AND UNSUITABLE MATERIAL MUST BE REMOVED FROM THE AREA DIRECTLY UNDER
EXISTING SOIL MATERIAL PRIOR TO INSTALLATION OF
AND 5 FEET BEYOND THE PROPOSED LEACHING FACILITY. THIS AREA MUST BE BACKFILLED TO THE
LEACHING SYSTEMS. UNSUITABLE MATERIAL
ELEVATIONS INDICATED ON THESE PLANS WITH SELECT ON -SITE OR IMPORTED SOIL MATERIAL,
ENCOUNTERED DURING INSTALLATION SHALL BE
CONSISTING OF CLEAN GRANULAR SAND OR OTHER GRANULAR MATERIAL, FREE FROM ORGANIC
REMOVED - REFER TO SEPTIC SYSTEM NOTE 8
MATTER AND OTHER DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS SHALL NOT BE USED.
THE FILL MATERIAL SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE TITLE 5 - 310 CMR
SAS #1: USE (3) 500-GALLON CHAMBERS WITH DOUBLE WASHED
CRUSHED STONE: 48" AT ENDS, 36" ALONG SIDES AND 24" BETWEEN
EACH CHAMBER.
EFFECTIVE DIMENSIONS: LENGTH=37.50', WIDTH = 10.83', HEIGHT = 2.0'
SAS #2: USE (6) 500-GALLON CHAMBERS WITH DOUBLE WASHED
CRUSHED STONE: 48" AT ENDS, 36" ALONG SIDES, AND 44" BETWEEN
EACH CHAMBER.
EFFECTIVE DIMENSIONS: LENGTH=77.33', WIDTH = 10.83', HEIGHT = 2.0'
SECTION 15.255 (3) AND SHALL HAVE PERCOLATION RATE OF BETWEEN TWO AND FIVE MINUTES PER
INCH, BEFORE AND AFTER PLACEMENT.
9. ALL STONE MUST BE DOUBLE WASHED AND FREE FROM FINES AND ANY ORGANIC MATERIAL AND
MUST HAVE LESS THAN 0.2 PERCENT MATERIAL FINER THAN A NUMBER 200 SIEVE.
10. THE DESIGNER HAS NOT BEEN RETAINED BY THE CLIENT TO CONSTRUCT OR SUPERVISE THE
CONSTRUCTION OF THE SYSTEM. THE CONTRACTOR IS RESPONSIBLE FOR MAKING
ARRANGEMENTS FOR INSPECTION OF INSTALLATION OF THE SYSTEM WITH THE LOCAL BOARD OF
HEALTH.
11
THEGENERAL CONTRACTORIS RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL OF
DESIGN DATA
LCOMPONENTS.
1. TYPE OF ESTABLISHMENT: MULTI -FAMILY RESIDENCE (12-BEDROOMS TOTAL)
12.
TIGHT JOINT PIPING MATERIAL TO CONSIST OF POLYVINYL CHLORIDE (P.V.C_) SCHEDULE 40, UNLESS
OTHERWISE NOTED.
SEWAGE SYSTEM #1 DESIGN FLOW: 110 GALLONS PER BEDROOM = 110 x 4 = 440 GPD
SEWAGE SYSTEM #2 DESIGN FLOW: 100 GALLONS PER BEDROOM = 110 x 8 = 880 GPD
13.
THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER FOR CONSTRUCTION INSPECTION AFTER
EXCAVATION FOR THE LEACHING BED (PRIOR TO THE PLACEMENT OF STONE) AND ALSO AFTER
2. NOTE: PROPOSED SEPTIC SYSTEMS ARE NOT DESIGNED FOR A GARBAGE GRINDER
PLACEMENT OF PIPE & STONE PRIOR TO BACKFILLING.
3. EXISTING SEPTIC TANKS TO REMAIN AND SERVE AS THE 200% VOLUME TANKS
14.
DESIGN ENGINEER SHALL CERTIFY CONSTRUCTION OF SYSTEM AND MATERIALS INSTALLED. THE
ADD 1,500 GALLON FAST TANK UNITS TO SERVE AS 100% VOLUME TANKS
CONTRACTOR SHALL PROVIDE A SIEVE ANALYSIS OF THE FILL MATERIAL REQUIRED. AN AS -BUILT
(USE MICROFAST INSERT MODEL 0.5 FOR SYSTEM #1, MODEL 0.9 FOR SYSTEM #2)
PLAN SHALL BE SUBMITTED TO THE LOCAL BOARD OF HEALTH UPON COMPLETION.
4. DESIGN PERCOLATION RATE: ASSIGNED LESS THAN 5 MINUTES PER INCH
15.
NO RUBBER TIRE CONSTRUCTION MACHINERY SHALL DRIVE OVER THE PROPOSED SEPTIC BED
5. SOIL ABSORPTION SYSTEM TYPE: CHAMBER SYSTEM
EXCAVATION DURING CONSTRUCTION.
6. SYSTEM #1 LEACHING AREA REQUIRED: MINIMUM 440 GPD / (0.74 GPD/S.F., CLASS I SOIL) = 595 S.F.
16.
DIG -SAFE AND ALL OTHER NECESSARY AUTHORITIES SHALL BE NOTIFIED FOR THE PROPER
SYSTEM #2 LEACHING AREA REQUIRED: MINIMUM 880 GPD / (0.74 GPD/S.F., CLASS I SOIL) = 1,189 S.F_
LOCATION OF EXISTING UTILITIES PRIOR TO ANY EXCAVATION.
7. PROPOSED LEACHING SYSTEM #1: 37.5' LONG x 10.83' WIDE x 2' HIGH SYSTEM
17.
WATER SERVICE LINE SHALL BE LOCATED AND MARKED PRIOR TO ANY EXCAVATING AND 10' MIN.
BOTTOM AREA PROPOSED = 10.83' x 37.5' = 406 S.F.
SETBACK DISTANCE FROM SAID SERVICE TO THE SEPTIC SYSTEM SHALL BE MAINTAINED.
SIDE AREA PROPOSED = 2 x (10.83' + 37.5') x 2' = 193.3 S.F.
18.
ALL WATER LINES WITHIN 10' OF SEPTIC SYSTEM COMPONENTS SHALL BE SLEEVED WITHIN 4" PVC
TOTAL AREA PROPOSED = = 599 S.F.
SCHEDULE 40 PIPE.
19.
DESIGN ENGINEER SHALL SET A SITE BENCH MARK PRIOR TO CONSTRUCTION.
PROPOSED SYSTEM #1 CAPACITY = 599 S.F. x 0.74 GPD/S.F_ = 443 GPD
MICROFAST NOTES
9. PROPOSED LEACHING SYSTEM #2: 77.33' LONG X 10.83' WIDE X 2' HIGH SYSTEM
BOTTOM AREA PROPOSED = 10.83' X 77.33' = 837.5 S.F.
SIDE AREA PROPOSED = 2 X (10.83' + 77.33') X 2' = 352.6 S.F.
1.
BLOWER MUST BE WITHIN 100 FEET (30.5m) OF FAST UNIT AND USE A MAXIMUM OF 4 ELBOWS IN
THE PIPING SYSTEM (@ 100 FT.) FOR DISTANCES GREATER THAN 100 FT - CONSULT FACTORY.
TOTAL AREA PROPOSED = = 1,190.1 S.F.
BLOWER BASE MUST BE LOCATED ABOVE NORMAL FLOOD LEVELS.
PROPOSED SYSTEM #2 CAPACITY = 1,190.1 S.F. X 0.74 GPD/S.F. = 881 GPD
2.
VENT TO BE LOCATED ABOVE FINISH GRADE OR HIGHER TO AVOID INFILTRATION. CAP WITH 6"
SOIL EVALUATOR'S LOG
VENT GRATE W/AT LEAST 7.1 SQ. IN. OPEN SURFACE AREA. SECURE WITH STAINLESS STEEL
OR•
Depth from surface
in inches
Soil Horizon
Soil Texture
(USDA)
Soil Color
(Munsell)
Soil Mottles
and Depth
Other Relative Factors
DEEP OBSERVATION HOLE TP#1, ELEVATION 24.0, ASSIGNED DATUM
0-36
FILL
36 - 60
B
MEDIUM SAND
7.5 YR 6/6
SINGLE GRAIN
DEEP OBSERVATION
HOLE TP#2, ELEVATION 26.0, ASSIGNED DATUM
0 - 32
FILL
32 - 36
Ab
SANDY LOAM
7.5 YR 3/3
36 - 51
B
SANDY LOAM
10 YR 5/6
51 - 120
C
MEDIUM SAND
2.5 Y 6/6
SINGLE GRAIN
RUN VENT TO DESIRED LOCATION AND COVER OPENING WITH 3" VENT GRATE W/AT LEAST 7.1 SQ.
IN. OPEN SURFACE AREA. SECURE WITH STAINLESS STEEL CREWS. VENT MUST NOT ALLOW
EXCESS MOISTURE BUILDUP OR BACK PRESSURE.
3. ALL APPURTENANCES TO FAST (e.g. SEPTIC TANK, PUMPOUTS, ETC.) MUST CONFORM TO ALL
COUNTY, STATE, PROVINCE, AND LOCAL CODES.
4_ LOWER CONTROL SYSTEM BY BIO-MICROBICS, INC.
5. COPYRIGHT (C) 2001, BIO-MICROBICS, INC.
6. MUST INCREASE TANK SIZE BY 20% IF MINIMUM OF 10 INCHES IS USED BETWEEN THE UNIT AND
THE BASE OF TANK. CONSULT FACTORY FOR APPROVAL.
7. THE PRIMARY COMPARTMENT MAY BE A SEPARATE TANK.
8_ FOUR LEG EXTENSIONS MAY BE USED TO STAND UNIT IN TANK ELIMINATING NEED FOR LID.
9. EITHER THE INFLUENT PIPE TEE SHALL BE FITTED WITH A PIPE CAP OR THE BAFFLE SEPARATING
PERCOLATION RATE _ < 2 MINUTES / INCH THE TWO ZONES SHALL BE EXTENDED ALL THE WAY TO THE TOP OF THE CONCRETE TANK. IF
DEPTH TO GROUNDWATER = NO GROUNDWATER ENCOUNTERED @ 120"± CHOOSING TO USE THE PIPE CAP, THEN THE BAFFLE SHALL BE AT LEAST 3" HIGHER THAN THE
OBSERVATIONS BY: LARRY CARREIRO WATER LEVEL AS SHOWN ON THE DRAWING.
WITNESSED BY: A. VAN HONE
DATE TESTED: AUGUST 11, 2016 -\NOF�{Iq
ODN. DOUGLAS Qz RAU( yG
SCHNEIDER L�D1-RtvERA m
v CIVIL
Yarmouth Health �'*ltrtlttment No. 47383 p ca
DD �j U NO 46845
�1 1tU • I,gROFESSI�NPDQ� �'P �FG/ST�R�V �kQ'
suRvti'� o� �?
�--� FSSI q1- ENG
Nam Date
NOTICE
THIS PLAN MAY NOT BE ADDED TO, DELETED FROM, OR ALTERED IN ANY WAY BY ANYONE OTHER THAN CAPE & ISLANDS ENGINEERING, INC-
UNLESS AND UNTIL SUCH TIME AS AN ORIGINAL (RED) STAMP APPEARS ON THIS PLAN NO PERSON OR PERSONS MUNICIPAL OR PUBLIC
GENERAL NOTES
OFFICIAL MAY RELY UPON THE INFORMATION CONTAINED HEREIN; AND THIS PLAN REMAINS THE PROPERTY OF CAPE AND ISLANDS
ENGINEERING, INC_
LOCATIONSARE BASED ON AN "ON THE GROUND" INSTRUMENT SURVEY AND ELEVATIONS BASED ON
COPYRIGHT (C) BY CAPE & ISLANDS ENGINEERING, INC. ALL RIGHTS RESERVED
THE (NGVD) NATIONAL GEODETIC VERTICAL DATUM DATUM: U.S. SURVEY FEET.
4-27-23
ADD WATER METER PIT- ADJUST SYSTEM LOCAITON
LAC
RLR
DIMENSIONS OF EXISTING BUILDINGS AND BUILDING OFFSETS SHOWN HEREON ARE TO CORNER
BOARDS OR SIDING EXTENTS AND ARE DISPLAYED IN ENGINEERING UNITS WITH A PRECISION OF ONE
DATE
DESCRIPTION
Drawn
Checked
TENTH (0.1') OF A FOOT.
R E V I S 10 N S
THE FINISHED FLOOR ELEVATION (FIN. FL. EL.) SHOWN HEREON IS BASED ON AN ASSUMED 1" LOWER
THAN THE SURVEYED THRESHOLD ELEVATION. AN INTERIOR INSPECTION OF BUILDINGS WAS NOT
PLAN
PERFORMED.
ZONING DISTRICT: R-40 & AQUIFER PROTECTION DISTRICT
OF PROPOSED SEWAGE DISPOSAL SYSTEM REPAIR
PREPARED FOR
PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION OF X - MINIMAL HAZARD ZONE
BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP NO.
HORSE POND CORPORATION
25001C0586j, WITH A MAP EFFECTIVE DATE OF JULY 16, 2014.
#300 BUCK ISLAND ROAD, BUILDING #11
THIS LOT IS NOT WITHIN THE WINDBORNE DEBRIS REGION (ONE MILE FROM SHORELINE) AS SHOWN ON
IN
THE FALMOUTH HIGH WIND DISTRICT MAP.
WEST YARMOUTH, MA.
THIS LOT IS PARTIALLY LOCATED WITHIN A DEP APPROVED ZONE II WELLHEAD PROTECTION AREA.
THIS LOT IS NOT MAPPED WITHIN A MESA NATURAL HERITAGE AND ENDANGERED SPECIES AREA.
SCALE: 1 "=20'
DATE: JANUARY 30, 2023
WIND EXPOSURE CATEGORY: ZONE C
CAPE
& I S L AIV D S
PLAN REFERENCE: PLAN BOOK 32462
E N G I N E E R I N G
OWNER: HORSE POND CORPORATION
SUMMERFIELD PARK800 FALMOUTH ROAD SUITE 301C 508.477.7272 PHONE
800 FAL ROAD
300 BUCK ISLAND ROAD
E, MA 2649 508.477.9072 FAX www.CapeEng.com
YARMOUTH, MA
DRAWN: LAC
CHECKED: RLR
ASSESSORS INFORMATION: 47 / 97
1 SHEET 1 OF 1
28.95 SAS #1
NOTE: SOIL EVALUATION TO BE
PERFORMED AT TIME OF
+
29.20 SAS #2
INSTALLATION BY THE ENGINEER AND
26.95 SAS #1
WITNESSED BY A TOWN OF
YARMOUTH BOARD OF HEALTH AGENT
27.20 SAS #2
POND HIGH WATER ELEV. = 17±'
RIEGICIVEID
MAY 2 2 2023