HomeMy WebLinkAboutApproved Site Plan rev 7-28-25SYSTEM DESIGN: NOTES
1. DATUM IS NAVD 68
ALL SYSTEM COMPONENTS SHALL BE GARBAGE DISPOSER IS NOT ALLOWEDSYSTEM PROFILE 2. MUNICIPAL WATER IS E
MARKED WITH MAGNETIC TAPE OR
(NOT To ) COMPARABLE MEANS FOR FUTURE LOCATION.
EXISTING 3 BEDROOM DWELLING W/ 1 BEDROOM ADDITION 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE
2" PEASTONE OR GEOTEXTILE DESIGN FLOW: 4 BEDROOMS @ 110 GPD = 440 GPD
FIRST FLOOR EL. 26.7' FILTER FABRIC OVER STONE VENT W/ CHARCOAL FILTER - 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
USE A 440 GPD DESIGN FLOW TO BE AASHO H-10 (H-29- CHAMBERS).
.. 25.0 MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 24.$'
PRECAST H-10 WATERTE$T D'BOX FOR LEVELNESS PRECAST H-20 BLOCKS ASTORSERs SEPTIC TANK: 440 GPD (2) 880 5. PIPE JOINTS TO BE MADE WATERTIGHT,
RISERS (TYP.) MIN. 2 CKNESS RISERS (TYP.)
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
a.: 2'0 PRECAST H-20 4"d1SCH40 PVC 2'0 MORTAR ALL INVERT IN 20.83'
,.: PIPES LEVEL 1ST 2' COMPONENTS
It -RISERS (TYP.) 4' (TYP.) 4' USE A 1500 GAL. SEPTIC TANK 310 CMR 15.000 (TITLE 5.)
2'0 �ENDS SIDES
a: *23.6'f 10" 1500 GAL H-10 14" yoe�o�o�o� e°oao<°. LEACHING: 7. THIS PLAN IS FOR PROPOSED WpRK ONLY AND NOT TO
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21.70' TEE SEPTIC TANK TEE - BE USED FOR LOT LINE STAKING OIL ANY OTHER PURPOSE.
21.45' 4 6" MIN SUMP ®®®®®®®®®®® ®®®®®®®®®®® SIDES: 2 (33.5 + 12.8) 2 (°74) = 137 GPD
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GAS BAFFLE..,' o°o°o°o°o°oo0 11" MIN. INT. DIM. O >o°000000 ®®®®®®®®®®® ®®®®®®®�®®® ,00000000
e '_onana >000000go ®®®®®®®®®®® ®®®®®®®®®®® :000-"'o / .� ! \ -
_ 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
4' LIQ. LEVEL (ACME OR EQUAL) :; 21.1® 20.93 o 0 0 0 18.83 / BOTTOM 33.5 x 12.8 (.74) 317 GPD
O Q7 TOTAL: 614 S.F. 454 GPD WITHOUT9. ONSPECTION BY BOARDNENTS NOT TO BE OFHEALTH AND LLED OR CONCEALED
,...:.; O
1'r'•:•: 000®ooc00000000000c000coc0000000®000000000®oo
°O,o°O°oonono°o°o,,,o,00000000o,°o�°o°o�o�o0oa0009 H-20 500 GAL LEACHING CHAMBERS BY ACME PRECAST OR EQUAL
/ PERMISSION OBTAINED FROM BOARD OF HEALTH.
ALL 3/4"AR AROUND
DOUBLE WASHED STONE 4' MIN. (3) UNITS REQUIRED C J � / HALL BE RESPONSIBLE FOR CALLING
ALL ARpuND PRECAST STRUCTURES � O USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.5' X 12.83' ' )� 7`y. CB F , 10. CONTRACTOR S
COMPACTION. (15.221 L2]) /� rG J ® WITH 4 STONE ALL AROUND DIGSAFE (811) AND VERIFYING THE LOCATION OF ALL
c° 6 4j UNDERGROUND & OVERHEAD UTILITIES PRIOR TO
S °
(2°5 % SLOPE MIN.) (1% SLOPE) 1 SLOPE) COMMENCEMENT OF WORK. CUS MAP
( % 1
a H-20 LEACHING �� 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE SCALE 1 "=2000't
FOUNDATION- 14 SEPTIC TANK 35_ D BOX 12 FACILITY 12.0' BOTTOM TH-1 / / \ / REMOVED BENEATH AND 5' AROUND THE PROPOSED
NO GROUNDWATER FOUND
LEACHING FACILITY. ASSESSORS MAP 121 PARCEL 30
/ O
*THE INSTALLER SHALL VERIFY THE f ,� > `' ' 1 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
r,.�nTer.��c n� Al i I Irn ITICc nnm Al I ! f REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. DWELLING IS WITHIN FEMA FLOOD ZONE X
(AREA OF MINIMAL FLOOD HAZARD) AS
13. OWNERS ENGINEER TO PERFORM INSPECTIONS OF THE SHOWN ON COMMUNITY PANEL #25001CO559J
I FINAL INSTALLATION. MINIMUM OF 24 HOURS NOTICE
REQUIRED. DATED 7/16/2014
1 PRO f /� moo/ \I O ZONE AE EL. 12 ON LOWER PORTION OF SITE
l 14. WETLAND DELINEATIONS BY DANIEL A. OJALA PE PLS
\' 400 FSE, PORTIONS OF ORIGINAL DELINEATION BY BRAD HALL
J
1 10 �l
CONFIRMED ONSITE AND REFLAGGED. SUMMARY
V
B®
15. PROPOSED VENT WITH CHARCOAL FILTER AND
BUGSCREEN (FINAL PLACEMENT BY CONTRACTOR WITH ZONING DISTRICT: R-40 DISTRICT
SEE HOMEOWNER CONSULTATION).
O; �® NOTE MIN. LOT SIZE 40,000 S.F.
O b / �� O SE 16. INSTALLER TO VERIFY MINIMUM 4' OF SUITABLE SOIL ,
✓� I / 2� 2 / NOT S \ice BENEATH BOTTOM OF LEACHING FIELD, ENGINEER TO MIN. LOT FRONTAGE 150
1 e r f / 16 & l CONFIRM AT TIME OF SOIL REMOVAL INSPECTION. MIN, FRONT SETBACK 30'
PRO OSE : �, '7- / MIN. SIDE SETBACK 20'
1 17. 5 REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND
41
UTIL IES / PERIMETER OF LEACHING FACILITY, DOWN TO SUITABLE MIN. REAR SETBACK 20'
I' ( GARAGE 23.6'
1 \ r I l �' SOIL LAYER (LAYER C4). REPLACE WITH CLEAN MED. SAND, MAX. BUILDING COVERAGE 25%
PE F D
TO MEET SPECIFICATIONS OF 310 CMR 15.255(3).
(0" :l i / I l ( \ 18. DOWNSPOUTS ALONG THE DRIVEWAY SIDE OF THE EXISTING BUILDING COVERAGE: 6.2% (2,300 S.F.)
Aj \ l j - _ i / HOUSE TO HAVE GRAVEL DRIP EDGES.
BVW 1 (° -
A6 _ 7 PROPOSED BUILDING COVERAGE: 7.5% (2,804 S.F.)
% tat r �' / ?3, 19. REFERENCE SITE PLAN DONE BY DOWN CAPE
\ 1 4 ' 1
/ ® i �\ /i \ / H2 ENGINEERING, INC. DATED 5/29/2025 FOR APPROVED
o I p .lJ \ rr ; GRAVED ` / �� WORK WITHIN CONSERVATION JURISDICTION, & REFERENCEOWNER OF RECL"')RD
N O ( PROP. / ^ BENCHMARK: ORDER OF CONDITIONS MASSDEP FILE #083-2478 ISSUED
r rr �, r DRIVE 1 N IRON PIPE 6/2/2025.
ADDITION I / 0' _ _ NAME: THOMAS J. & PAULETTE S. MORAN
J 1
-28.2 NAVD88 20. EASTERN RED CEDARS TO BE SIX FEET HIGH AT TIME ADDRESS: 2145 CAPTAINS WALK
I- p
;/ W ° 13°5 r i / OF PLANTING. TOWN: VERO BEACH, FL 32983
J
`y EXISTING I /�j / 4`
DWELLING l IT
L1 G -1FFLR - r' I ._L ,r / /� /
Bvw
/{
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;w / (V + CTF# 238347
LCP 23512-C
UGE
MITIGATION CALCULATIONS:
%cg \ I
I ����� / ? �, SEE J
O HARDSCAPE 0 50 50 1
fr I
00
18
T f EXISTING: 1,628 S.F. 674 S.F.
- BUILDING. 0 S.F. 164 S.F.
Lu
_ ---- --� / - GRAVEL• DRIVE: 1,628 S.F. 505 S.F. O 0 S. F. 5 S. F.
� DECK:
_ _----:-- 1 L PROPOSED: 1,628 S.F. 857 S.F.
j PROPSED °� / ` __- -- o - 57 S.F.
400 r S.F. NO E '
BUILDING: 0 S F 1
/� _ . \ - - GRAVEL DRIVE: 1,628 S.F. 505 S.F.
MIT! ATIREAON \ / \ e ( �� - DECK: 0 S.F. 200 S.F.
1 i w REBAR'
2 INCREASE: 0 S.F. 188 S.F.
1 � /
r !/
l l �
V
1.
�O
-
PLANT NAME
SWEET PEPPERBUSH
CLETHRA ALNIFOLIA
HUCKLEBERRY
a�
NORTHERNKBURNUM DEN TA TUM
r{
EASTERN RED CEDAR
6-, ; � � 37,E 52� .F. > dd. l � 2
�+ 6 f
ao\ Q.86� AC.
/ REQUIRED MITIGATION: 188X2 376 S.F.
� i ' I l
\ �?o :O NO INCREASE IN HARDSCAPE WITHIN THE 50
\ BUFFER, 400 S.F. OF MITIGATION PROPOSED
TEST HOLE LOGS
00 %
r
�Q C B 2 i ` 1' �l
BVW ) : /` ,' m i, �, ENGINEER: PHELLYP T. TONAL, SE #14955
REBA I �/ i ' I WITNESS: BARRY LEWIS
/SI"'IrE PLAN
DATE: 3/5/2025
PERC° RATE _ � 2 MIN INCH OF
- /
A
SL
10YR 3/2
B
SL
1OYR 5/6
C1
SiL
2.5Y 6/3
C
MS
2.5Y 6/4
C3
SiL
2.5Y 5/3
C
a
CS
2.5Y 5/4
T 00"' R AN
DATE: APRIL 15, 2025
REVISED: MAY 29, 2025 (NOTE 19)
REVISED: JULY 25, 2025 (SILT FENCE, DRAINAGE, BLDG FOOTPRINT,
MITIGATION & NOTES)
Scale:1 "= 20'
0 10 20 30 40 50 FEET
'� gr off 508-362-4541
9W, `
r�Il ,.'�rr't�.; fax 508-362-9880
0 'AL.A �� � downcaP e.com
Ci;�l'• z
Io. r ; ® o Cape !I //1 eri , Inc.
M
civil engineers
1` t''IsaL;,:ilt
k glcnd surveyors
.939 Main street ( Rte 6A)
C - YARMOUTHPORT MA 02675
..
SURVEY: DAO
DRAFTED BY: PTT
UruVICL r. OJALA, P.E., P.L.S. DATE
NO GROUNDWATER ENCOUNTERED CHECKED BY:
DCE
25-067 MORAN YPORT REV.DWG