HomeMy WebLinkAbout0450 STARBOARD LANE - Health G �450 Starboard Lane
�Osterville ,N
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A 167 026001
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TOWN OF BARNSTABLE `
. OCA'1710N
SEW AGE #
YILLAGE ASSESSOR'S MAP & LOT ` �� -
INSTALLER'S NAME&PHONE NO. ✓T
SEPTIC TANK CAPACITY ��� Via,. 11
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1 t LEACHING FACIL.rIY: (type) ` � T((size)
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NO OF BEDROOMS .O,—
BMDER OR OWNER %r
PERMITDATE: COMPLIANCE dDATE:
Separation Distance Betweenahe:
Maximum Adjusted Groundwate
a r Tatile to the Bottom of Leachuis Faci lily. Feet
PrivatetiWater Supply Welland Leaching Facility (If any wells exist
on site.or within 200`feet of le'aching'faciliry) Feet;
,Edge of Wetland and Leaching Facility(If any wetlands exist
' ' within 300 feet of le c�ng,f bey) Feet!
Furnished by
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No.
ZoD3— �;3 3 Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS
0[ppYication for Miquar *pztem Construction,permit
Application for a Permit to Construct( )Repair( )Upgrade(X)Abandon( ) Complete System ❑Individual Components
Location Address or Lot No. 450 Starboard Lane Owner's Name,Address and Tel.No. Richard & Peggy Syron
Osterville 394 Hammond St, Newton, MA 02467
Assessor's Map/Parcel 16 7/ 2 6-1 (617) 2 7 7-3 9 2 2
Installer's Name,Address,and Tel.No.Robert B. Our Co. Designer's Name,Address and Tel.No. S w e e t s e r Eng i n e e r i g
" Great Western Road, No. Harwich, MA 233 Great Western Road, So. Dennis, MA
(508) 432-0530 (508) 398-3922
Type of Building:
65 340 ±
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of BuildingSingle Family No. of Persons Showers(X ) Cafeteria( )
Other Fixtures
Design Flow gallons per day. Calculated daily flow , gallons.
Plan Date August 28, 2003 Number of sheets 1 Revision Date ��„ a�/
Title Proposed septic design for McPhee Associates
Size of Septic Tank 1500, Type of S.A.S.
Description of Soil S e e s i t e p 1 an
Nature of Repairs or Alterations(Answer when applicable) Pump and remove existing septic system and
install new system as per site plan dated Tam, 7 2pytf
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has Aiseddby6this Boardof Health.
Sig Datel1 1 0�Application Approved b .S DateApplication Disapproveowing reasons
Permit No. ZW 3 r 5.33� Date Issued
---------------------------------------
No. 2'0 0 3— 5 - ~Fee /DIJ
THE'COMMONWEALTH OF MASSACH, SETTS Entered in computer: '
I Yes
PUBLIC HEALTH DIV00N - TOWN OF BARNSTABLES MASSACHUSETTS
�Jj Tipprication for Mi000al 6p.5tem Congtructiori Permit
Application for a Permit to Construct Repair( )Upgrade X)Abandon R;Complete System ❑Individual Components �
Location Address or Lot No, 450 Starboard Lane owner's Name,Address and Tel.No. Richard & Peggy Syron
Osterville 394 liammond St, Newton, MA 02467
Assessor'sMap/Parcel C.0167/ 26-1 (617) 277-3922
Installer's Name,Address,and Tel.No. Robert B. Our Co. Designer's Name,Address and Tel.No. Swee t s er Engineering
Great Western Road, No. liarwich, MA 233 Great Western Road, So. Dennis, MA
(508) 432-0530 (508) 398-3922
Type of Building: i
Dwelling No.of Bedrooms Y -Lot Size 65,340 ± sq.ft. Garbage Grinder( )
Other Type of Building Single Family No. of Persons Showers(Y ) Cafeteria( )
Other Fixtures 3
-- Design Flow S(I gallons per day. Calculated daily flow S 7 6 Aar '' gallons.
i _Plan Date August 28', 2003 Number of sheets 1 Revision Date fir„ -7 e/
Title Proposed septic design for McPhee Associates
( Size of Septic Tank 1500 Type of S.A.S.
Description of Soil See site plan
Nature of Repairs or Alterations(Answer when applicable) Pump and remove existing septic system and
install new system as per site plan dated T, 7 2nvL-1
Date last inspected:
Agreement: )
t
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi-~
cate of Compliance has been is ed by this Board of Health.
Signed Date
Application Approved by •S . Date /1 O2
Application Disapproved for the following reasons
Permit No. 2 Lc)3- 5_3 Date Issued
,--—————— ————— —————— ———— — ——————
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
(Certificate of (Compliance
THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( �)-R p'red( )Upgraded( )
Abandoned( �)).LLby Q�'t ` Ou r
at y�i� �Krtl'L�r Z Ls ✓^e-� O-A-e ry iII has been constructed 'n a ordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. Z 'S33 dated / O�
Installer Designer IS\.M 111 �
The issuance of this permit shall not be construed as a guarantee that the syst will function as esigned.
Date Inspecto M -,e �•`"` �
No. Wy 3— 9 3 3 —Fee IKJ
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS
li5pog;al *pgtem (tongtruction Permit
Permission is hereby granted to Construct( )Repair( )U��p,g.,r"�a�Lde( Abandon( )
System located at �1�;C)
and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to
comply with Title 5 and the following local provisions or special conditions.
Provided: Constructio us be completed within three years of the date of this perm' .
Date: a [./ 0 3 Approved by z `
A �
a Page 1 of 5
Commonwealth of Massachusetts
Executive Office of Environmental Affairs
Department of
Environmental Protection
Wllllam F.Weld r410k
Govemor
Trudy(Axe `ory,EOEADavid B. Struhs
CommittionerSUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORMPART A
CERTIFICATION
Property Address: 450 Starboard Lane, Osterville, 02655 Address of Owner: Henry SchroderDate of Inspection: October 25 1995 pf different) 4900 Kings Post Drive
Name of Inspector: Ralph 011'ala Fuquay - Varina, NC �27562 $-
Company Name, Address and-Telephone Number: ``�•. ��L.--4"
Down Cape Consulting, 939 Rt 6A, Yarmouthport, 02675
(508) 362-4541 FAX (508) 362 - 9880
CERTIFICATION STATEMENT
I certify that 1 have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate
and complete as of the time of inspection. The inspection was performed based on my training and experience in the proper function and
maintenance of on-site sewage disposal systems. The system:
_X Passes
_ Conditionally Passes
Needs Further Evaluation By the Local Approving Authority
Fails
Inspector's Signature: Date:
The System Inspector shall submit a copy of this ins ection report to the Approving Authority within thirty(30) days of completing this
inspection If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit
the repo^ to the appropria!e regional office of the Department of Environmental Protection. ;
The orig.nal should be sent to the system owner and copies sent to the buyer, if applicable and the approving authority.
INSPECTION SUMMARY:
Check A, B, C, or D.
A) SYSTEM PASSES:
/I have not found any information which indicates that the system violates any of the failure criteria as defined in 310 CMR 15.303.
Any failure criteria not evaluated are indicated below.
BJ SYSTEM CONDITIONALLY PASSES:
One or more system components need to be replaced or repaired. The system, upon completion of the replacement or,repair,
passes inspection.
Indicate yes, no, or not determined (Y, N, or ND). Describe basis of determination in all instances. If"not determined",explain why not)
The septic tank is metal, cracked, structurally unsound, shows substantial infiltration or exfiltration, or tank failure is
imminent. The system will pass inspection if the existing septic tank is replaced with a conforming septic tank as
approved by the Board of Health.
(revised 8/15/95)
One Winter Street a Boston,Massachusetts 02108 a FAX(617)SWI049 a Telephone(617)292-SM
_-1 Vi Printed on Recycled Paper
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I ,
Page 2 of 5
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART B
CHECKLIST
Property Address: 450 Starboard Lane, Osterville, 02655
Owner: Henry Schroder
Date of Inspection: October 25, 1995
Check if the following have been done:
X/Pumping information was requested of the owner, occupant, and Board of Health.
one of the system components have been pumped for at least two weeks and the system has been receiving normal flow rates
during•that period. Large volumes of water have not been introduced into the system recently or a5 part of this inspection.
,]ls built plans have been obtained and examined. Note if they are not available with N/A.
VThe facility or dwelling was inspected for signs of sewage back-up.
Y/The system does not receive non-sanitary or industrial waste flow,
_Y/The site was inspected for signs of breakout.
All system components, excluding the Soil Absorption System, have been located on the site.
NAThe septic tank manholes were uncovered, opened, and the interior of the septic tank was inspected for condition of baffles or
tees, material of construction, dimensions, depth of liquid, depth of sludge, depth of scum.
_V/The size and location of the Soil Absorption System on the site has been determined based on existing information or
approximated by non-intrusive methods.
—The facility o�+oe, (and occupants, if d;ffcren; frets, ov.ner) %vere provided with information on the proper maintenance of Sub-
Surface Disposal Svstem.
(revised 8/15/95) 4 -.
•w
Page 3 of 5
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
4 SYSTEM INFORMATION
Property Address: 450 Starboard Lane, Osterville, 02655
Owner: Henry Schroder
Date of Inspection: October 25 1995
FLOW CONDITIONS
RESIDENTIAL:
Design flow: 440 eallons
Number of bedrooms:_
Number of current residents: 0
Garbage grinder (yes or no):--YES
Laundry connected to system (yes or no):•_ES
Seasonal use (yes or no): NO
Water meter readings, if available: 1993 41 000 gallons
1994 — 24-000 "
Last date of occupancy: early in 1995
COMMERCIAUI N D USTRI AL:
Type of establishment:
Design flow: aallons/day
Grease trap present: (yes or no)_
Industrial Waste Holding Tank present: (yes or no)_
Non-sanitary waste discharged to the Title 5 system: (yes or no)_
Water meter readings, if available:
Last date of occupancy:
OTHER: (Describe)
Last date of occupancy:
GENERAL INFORMATION
PUMPING RECORDS and source of information:
none Town of Barnstable Health Dot and Septage Treatment Plant
System pumped as part of inspection: (yes or no)_M
If yes, volume pumped ¢allons
Reason for pumping:
TYPE OF SYSTEM
Septic tank/distribution box/soil absorption system
Single cesspool
X Overflow cesspools
Privy
_Shared system (yes or no) (if yes,attach previous inspection records, if any)
* Other (explain) There are separate, cesspM16 With overflow its - nne for "black water " toilets.
and a second system for the " gray " water sinks and garbage grinder. Recommend removal
of the garbage grinder.
APPROXIMATE AGE of all components, date installed (if known) and source of information: 34 years old —built in 1962
Sewage odors detected when arriving at the site: (yes or no)_NO
(revised 8/15/95) S
Page 4 of 5
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (continued) -
Property Address: 450 Starboard Lane, Osterville, 02655
Owner: Henry Schroder
Date of Inspection: October 25, 1995
SOIL ABSORPTION SYSTEM (SAS):
(locate on site plan, if possible; excavation not required, but may be approximated by non-intrusive methods) '
If not determined to be present, explain:
Two SAS pits were locat d as shown on the sketch, one pit for the "black water" toiletr,
the other for the "gray" water sinks & disposal, these pits were 6 ' dia & 8 ' deep. and were dry.
Type:
leaching pits, number: 7 fabricated with CMB construction as above
leaching chambers, number:_
leaching galleries, number.
leaching trenches, number,length:
leaching fields, number, dimensions:
overflow cesspool, number: 2 located under paved driveway as shown by snaking through cleanouts
and back from leaching pits.
Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation,etc.) Site was thoroughly examined
on the southerly and easterly sides of the leaching areas. no odors, good vegetation with
no signs of hrt-aknnr_ - -
(locate on site plan)
Number and configuration:
Depth-top of liquid to inlet invert:
Depth of solids layer:
Depth'of scum layer:
Dime nsions of cesspool:
Ma!,rials of construction:
Indication of ground\%ate,.
inflow (cesspool must be pumped as part of inspection)
Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.)
PRIVY:_
(locate on site plan)
I
Materials of construction: Dimensions:
Depth of solids:
Comments: (note condition of soil, signs of hydraulic failure, level of ponding, coalition of vegetation,etc.)
krzvised 8/.51195) —
Page 5 of 5
3.
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (continued)
Property Address: 450 Starboard Lane, Osterville, 02655 Assessors Map167 - Pci 26.1
' Owner: Henry Schroder
Date of Inspection: October 25, 1995
SKETCH OF SEWAGE DISPOSAL SYSTEM:
include ties to at least two permanent references landmarks or benchmarks
locate all wells within 100'
No known wells within 100' of leaching pits.
DI & D2 = sink,laundry & disposal system
RECOMMEND REMOVING DISPOSAL
S1 S2 = septage system ( toilets ) l��t.
� H o`t 14 STD CAkp 4go
02G
�. C
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cue c� 7 ,
XPTH TO GROUNDWATER
Depth to groundwater: > 4' feet
methcc; of determination or approximation: '1'hE',depth to t't a,7ii€tt.um i� tound at er Is thin 4' I l��v this
bottorll of the leach pits This was detQL ine,� hvr rP� � rtf arsapnaPrr�ri nlane`it� rhs. z ,irtirva ln*
---S'4Q-W.Yng test hale water le eir- n , -��h�(;i -�liy rx� ��g level run from the river W.
ae . l$tom of the learhina f'arility arnr1 ncsnn-XIa perQprazte seasonal vater.leve a'ii atm�ytt;,
trey„ed 8/15/95) 9
TOWN OF BA�R,N�STABLE
LOCATION '1/iC� �S/� +d ��"�� SEWAGE #
VILLAGE C —J �Cl/ ASSESSOR'S MAP & LOT to "241l
INSTALIER'S-NAME&PHONE NO.
LEACHING FACILFFY: (type) Cl"<i (size) G G�ci c
NO.OF BEDROOMS__
BUILDER OR OWNER '
PERMITDATE: COMPLIANCE DATE:
Separation Distance Between the:
/
Maximum Adjusted Groundwater Table and Bottom of Leaching Facility y Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist /
within 300 feet of leaching facil' Feet
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R/yFR F�OgT R, NOTES,
l FOR PROPERTY.LINE.INFORMATION
i SEE BOOK 9945-PAG;E 33501HE
BARNSTABLE COUNTY REGISTRY
OF DEEDS.
SOUNDINGS BASED ON M:L W.DATUM
EXISTING FOR PROPOSED PIER,RAMP 8 FLOAT
' I PATH SEE SE3-4556.
Q��
rk o J i DATUM
m�� ;. RELATIONSHIP .
c0� , MHW f
?ylu.
Qihh v 1.7°
I. h 2.5° _ NCYD� -
Jh 0.8° MLW
PER U.S. ARMY CORPS of
m2 ENGINEERS TIDAL FLOOD
PROFILE N0.9 ,1988.
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Ex►ISTING .�h?
WELLING. \. z
,OF 1
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- —TO STARBOARD LANE
OVERALL SITE PLAN
SCALE :'� °_ 60°
0 30 0 G.
PLANS ACCOMPANYING PETITION OF
SHEET I_.of 3 .
t
RICHARD F. SYRON
��- '450` LANE-
MASS. ~
- FOR CONSTRUCTION a MAINTAINING A
TIMBER PIER , RAMPaFLOAT
IN'BUMPS RIVER
SULLIVAN ENGINEERING INC.
OSTERVILLE,MASS.
NOVEMBER 16,2006
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' ' \ SOUNDINGS TAKEN ON TOP OF
\ SOFT SEDIMENT.
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A EXISTING
PATH ; 3
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PLQN' VI EW SHEET 2 of 3
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SYRO�N •
SCALE' I =20' CEItERVI:LLE ;MASS.
OSULl 4NC
p 10 20 40ft. NOV 6'
f • F
- i
60, . TOTA L
- 5 BENTS orl 8' = 40' 10, 10
i
i
ACCESS LADDER ROPE HANDRAIL
BOTH SIDES EL.4.5 ONE SIDE ONLY 4 x 4' POST-4
3'x14' REQUIRED AT FLOAT `
RAMP
STEPS AS
REQUIRED
M.H.W.2.5
M.L.W.0.0
> j _ KTOP OF SOFT
.., . SEDIMENT
w o INSTALL FLOAT STOPS ME
2.51
5.0 15.5 39.5' LAND UNDER WATER MIN.ABOVE SOFT SEDI NT
SALT MARSH
TO PREVENT GROUNDING OF
,
FLOAT.
.
INSTALL FIBERGLASS,GRATING
WITH 65% LIGHT PENERTRATION SECTION A—A
OVER SALT MARSH
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- - - - ----------
AM CHMARK
__ _
'OP OF FOUNDATION � 20 FT. MINIMUM FROM CELLAR SOIL TEST P# 1Ot&%_ I
FV = 32.10 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE I DATE OF SOIL TEST At�GUST,S 2003
SOIL TEST DONE BY SWEETSER ENGINEERING
10 FT. MINIMUM CLEAN SAND WITNESSED BY __WHITE___
---------
I (N G VD) - ----
� � 24" MANHOLE
COVERS I NSPECTION PORT = 23.00
4" SCHEDU_E 40 PVC PIPE ! -LOAM AND SEED �p�p �y
- MIN. PITCH 1/8' PER F' \ \ OBSERVATION HOLE I ELEV. ------
2" LAYER OF PERCOLATION RATE _ < 2_ MIN./INCH AT __ 60 _ INCHES
COLOR MOTT. OTHER
- �� 1/8" TO 112
� WASHED STONE ' DEPTH HORIZ TEXTURE
�,00 4" CAST IRON PIPE MAX. 23.30 MAX I DENT
--�-- 21.08 �• REQUIRED
(OR EQUAL) MINIMUM Y- 0-4 A LOAMY SAND 10YR5/1 NO I ROOTS
PITCH 1/4" PER FT. z
\ ! 4-27 B LOAMY SAND 110YR8/6 ROOTS
I 'I-�---�r- FLOW LINE 2 °' I
- _ _ 0� 27-132� MEDIUM SAND 2.5Y7/6
-ELEV. 23.10 MION + A�J
0 0
20_� _
_ _ 2'0" -
J I ELEV. - _ / LEVEE o ° 10' ° t
V ELEV. _ _18.97
ELEV. _ _�Q7Q_ GAS I ELEV = _ 20.20 J 6" SUMP •-ELEV. - _20_0�_ ------
BAFFLE
DISTRIBUTION _
i
LIQUID OUTLET �/ i� _� 8 HIGH CAPACITY INFILTRATORS WITH
DEPTHT BOX STONE IN AN
(TO BE PLACED ON FIRM BASE) z
4 FEET ?4 INCHES TO BE WATER TESTED � .97
5 FEET 19 INCHES IF MORE THAN ONE OUTLET 11 X 80 X 10" TRENCH FORMATION J�
6 FEET 24 INCHES 1500 GALLON Ln �A - -
7 FEET 29 INCHES TO BE PLACED ON FIRM BASE) SOIL ABSORPTION WELL N/A
8 FEET 34 INCHES SEPTIC TANK 4„ J ZONE , NO WATER ENCOUNTERED AT _ 132" ELEV. _ 12.00
3/ TO 1 1/2 CLEAN SYSTEM (SAS) INDEX %
(H-ZO) DOUBLE WASHED STONE ADJUST
FREE OF FINES & SILT ' Q DESIGN CALCULATIONS
USGS PROBABLE WATER TABLE ELEV. _ ______ �� NUMBER OF BEDROOMS _ 3
SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( / / ) ELEV. = GARBAGE DISPOSAL UNIT
NOT TO SCALE BOTTOM OF TEST HOLE ELEV. _ 1;Z.Q0
LEGEND: -
TOTAL ESTIMATED FLOW
EXISTING SPOT ELEVATION xO.0 ( 110 GAL/BR./bAY X �_ BR.) _� _ GAL./DAY
V EXISTING CONTOUR ----00---- REQUIRED SEPTIC TANK CAPACITY GAL
Y FINAL SPOT ELEVATION 00.0 ACTUAL SIZE OF SEPTIC TANK y_7auu GAL.
FINAL CONTOUR 0 ,p SOIL CLASSIPCATION
SOIL TEST LOCATION DESIGN PERCOLATION RATE <_,"� MIN./IN.
UTILITY POLE rQ_ EFF`UENT LOADING RATE GAL./DAY/S.F.
CATCH BASIN TER -W �� LEACHING AREA SQ. FT.
(11 X80)+(71 X2X70/12)
' GAS LINE -G ---- LEACHING CAPACITY (AREA Y RATE' -5Z1M GAL./DAY
CESSPOOL 778.33 X 0.74
CLEANOUT -----� RESERVE LEACHING CAPACITY .57,5,2t GAL./DAY
• 2.2 NOTES:
1 ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHIN 6" OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
.3 USED UNDER OR WITHIN 10 FT, OF DRIVES OR PARKING AREAS.
_ 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL
- - - -lo0{D0,- - k� I 1 1 EX DOCK " BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
_ 50.00'- - I 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
LOT „ 2_3 IS TO CALL "DIG-SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
/ I 2.4 PRIOR TO COMMENCING WORK ON SITE.
I I 7 CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
ON \ 65, 340 f S.F. \ SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
I I i 8. (PARCEL ES YIN FLOOD ZONES Al EL.11 do C
9. LOT IS SHOWN ON ASSESSORS MAP __f67__ AS PARCEL
\ I \ 10. INTERIOR PIPING IS TO BE PLUMBED TO EXIT AS SHOWN,
I W 10 11. EXISTING SEPTIC SYSTEM IS TO BE PUMPED AND REMOVED.
12. ALL DISTURBED AREAS ARE TO BE REVEGETATED.
I Y I \ \ \ \ \ \ \ Y 13. GUTTERS, DOWNSPOUTS, AND DRYWELLS ARE TO BE INSTALLED.
\ 40.9 ) \ 'Z\ \\ �\ \ \ \ \ \ \ \ \ \ \ \\\\ 4. THE SILTFENCE WORKLIMIT IS TC BE IN PLACE PRIOR TO ANY WORK
BEING DONE ON SITE.
50.00
2.4
EXISTING GRASS/WOODLAND EDGE \ \ \ \\
/ 31.0 p - *'pyw 9
65 84 � 27.0 \ �\ \I 27.3 ?
5.
19 2 / \ � \ 27.2 �� 0\ E 77NG �2 29.2 71 ���\ \ \ \ \ \ \\ '` 1 \ \ \ \ EX 'BR/DGE"
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fir. �I � /l �Z\ �c�\ 2 / F l \ \ \ \ \ \ \ \ \ \ \ L2.9 \
28.9 s �, 9 ( / \ \ 2.8\ I \ \ \ \ \
�/18.0 ( \ \`�� fx 28.1 9a�Z0 \ \ o� 28.1 28.1 / \ Yw 6
\•� l 2 �00 a \ \ 0 28.2 ��/ 1 17I9
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29.9 24,_qG�� / I 7//`
�o� 29.5 29.8 P7 � G
\ sr, 0�00 �� 2/ , / � .23.4 // / /x it .,-j x
24. E� / ' .78 6 � / ' /' �" % ��/ '// / 2�w 5
28.6
• 21.3 �� ,�� \ 24.,$' /�\ 1 �� /`
x 21 6 2 /8 \ GAP/
\ 7 x , / / / / / / APPROVED: BOARD OF HEALTH
25. /
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00 398-3922 SOUTH DENNIS, MASS. 02660
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28, 20031VW i SCALE 1 " _ 20'�
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MAIN ST REV OCT. 30, 2003 JOB No. 5719-�
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