HomeMy WebLinkAbout0035 PINENEEDLE LANE - Health 35 PINENEEDLE LANE, HYANNIS
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TOWN OF BA.RNSTABLE
LOCATION ���' SEWAGE #
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SSOR'S MAP Q LOT- o
;�iQT 1 iJ P�J NAME fi PHONE NO.
SEPTIC TANK CAPACITY
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LEACHING FACILITY:(type) eSS cJ 62_ (size) X�
NO. OF BEDROOMS PRIVATE ELL OR PUBLIC WATER
BUILDER O OWNE DyI i :U
DATE PERMIT ISSUED:
DATE COMPLIANCE ISSUED:
VARIANCE GRANTED: Yes No
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°���ETObY Town of Barnstable
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200 Main Street,Hyannis,Massachusetts 02601
* BARNSCABLE,
MASS.
1639• Growth Management Department Thomas A. Broadrick,AICP
pf0 MA'S B„
367 Main Street,Hyannis,Massachusetts 02601 Director of Regulatory Review
Phone(508)862-4785 Fax(508)862-4725 www.town.barnstable.ma.us
April 23, 2007
Condinho Construction, Inc.
P. O. Box 534
35 River Road
Marstons Mills, MA 02648
Reference: Site Plan Review (004-07)—Condinlno Construction, Inc.
Q35 P_ineneedle-Lane,;Hyannis
Map 294, Parcel 037
Proposal: Change use from two-bedroom residential to a three-bay 2,668 sf
contractor/warehouse building. Existing residence to be razed and replaced. Area
will be landscaped and provide 7 parking spaces. Parking will be well screened
with a landscaping buffer including trees, evergreen and shrubs. Existing
cesspool septic system to be upgraded to current Title 5 Standards.
Dear Sir/Madam:
Please be advised that subsequent to formal site plan review on January 11, 2007 the Building
Commissioner, Tom Perry, approved the above proposal subject to the following:
0 All construction shall be in compliance with the plan entitled, "Existing Conditions Site
Plan of 35 Pineneedle Lane,Hyannis", prepared for Condinho Constriction, Inc.,
Marstons Mills, MA, and consisting of 4 sheets, stamped and signed by Daniel A. Ojula
of Down Cape Engineering, Inc., Yannouthport , dated January 4, 2007 with the
exception that the gravel parking area proposed will need to be replaced with pervious
pavers to meet the 50%pervious coverage in the Groundwater Protection Overlay District
and the parking spaces will need to be 20 ft x 9 ft.
a Outside storage of materials will not be allowed.
® Toxic and Hazardous Material On-Site Inventory lists which include location (floor plan)
of hazardous materials onsite (including propane cylinders)will need to be filed with the
Health Division for each tenant and kept at or below household quantities per
Groundwater Protection Overlay District.
® A floor plan showing handicap accessible bathroom facilities for each section will need to
be submitted to the Health Division for approval.
l ® Trash
disposal plan will need to be submitted to the Health Division.
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® Way will need to be maintained and plowed by owner.
® Applicant must obtain all other applicable permits, licenses and approvals required.
® Upon completion of all work, a registered engineer or land surveyor shall submit a letter
of certification,made upon laiowledge and belief in accordance with professional
standards that all work has been done in substantial compliance with the approved site
plan (Zoning Section 240-104 (G). This document shall be submitted prior to the
issuance of the final certificate of occupancy.
If you have any questions or require further assistance, my direct telephone number is 508-862-
4679.
Sincerely,
fl�&7
Ellen M. Swim,arski
Site Plan Review Coordinator
CC: SPR File
Health Division,
Tom Peny,Building Conunissioner
Dan Ojula,Down Cape Engineering,Inc.
BORTOLOTTI CONSTRUCTION, INC.
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SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
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Address Prop 3,5 �D/�7e-- �'� � /--4�1 e-
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Date of Inspec}v/ M / arced Owner x .
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PART A - CHECKLIST
CHECK IF THE FOLLOWING HAVE BEEN DONE:
L,--'PUMPING INFORMATION WAS REQUESTED OF THE OWNER,OCCUPANT,AND BOARD OF HEALTH.
NONE 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 COLUMES OF WATER HAVE NOT BEEN INTRODUCED INTO
THE SYSTEM RECENTLY OR AS PART OF THIS INSPECTION.
i%AS-BUILT PLANS HAVE BEEN OBTAINED AND EXAMINED. NOTE IF THEY ARE NOT AVAILABLE WITH N/A.
LGTHE FACILITY OR DWELLING WAS INSPECTED FOR SIGNS OF SEWAGE BACK-UP.
L- THE SITE WAS INSPECTED FOR SIGNS OF BREAKOUT.
v ALL SYSTEM COMPONENTS,EXCLUDING THE SAS,HAVE BEEN LOCATED ON THE SITE.
vTHE 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.
_ _THE SIZE AND LOCATION OF THE SAS ON THE SITE HAS BEEN DETERMINED BASED ON EXISTING INFORMATION OR
/APPROXIMATED BY NON-INTRUSIVE METHODS.
y THE FACILITY OWNER(AND OCCUPANTS,IF DIFFERENT FROM OWNER)WERE PROVIDED WITH INFORMATION ON THE PROPER
MAINTENANCE OF SSDS.
PART B — SYSTEM INFORMATION
FLOW CONDITIONS
RESIDENTIAL
2 No of Bedrooms _�.____No of Current Residents —_ r� Garbage Grinder
( Laundry Connected to System -J � Seasonal Use
NON RESIDENTIAL:
Calculated flow _
-WATER METER READINGS,IF AVAILABLE:
_ f GALLONS
Pumping Records and Source of Information:
SYSTEM PUMPED AS PART OF INSPECTION? N IF YES,VOLUME PUMPED = GALS
Reason for Pumping:
TYPE OF SYSTEM:
Septic tank/distribution box/soil absorption system
_— Single Cesspool _ Overflow Cesspool
Shared system (if yes,attach previous inspection records, if any)
Other(explain)
App ox ate age of all 7onents. Date installed,if known./Source of information. I
97e — ld a/`/` 1'
SEWAGE ODORS DETECTED WHEN ARRIVING AT THE SITE?
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SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART B — SYSTEM INFORMATION (Continued)
SEPTIC TANK: Al Q
Depth below grade: Dimensions:
Material of construction: Concrete Metal FRP Other}
Sludge Depth Distance from top of sludge to bottom of outlet tee or baffle
Scum Thickness Distance from Top of Scum to top of outlet tee or baffle
Distance from bottom of Scum to bottom of outlet tee or baffle
Comments:
DISTRIBUTION BOX: DEPTH OF LIQUID LEVEL ABOVE OUTLET INVERT
Comments:
PUMP CHAMBER: 6Z6 Pumps in working order?
Comments:
SOIL ABSORPTION—SYSTEM—(SAS):
IF NOT PRESENT,EXPLAIN:
TYPE:
Comments:
CESSPOOLS: Number and configuration 0
Depth—top of liquid to inlet invert Depth of solids iayer Depth of scum layer
Dimension of cesspool I Materials of construction
Indication of groundwater inflow(cesspool must be pumped)
Comments:
PRIVY:
Materials oT c nstruction
Dimensions Depth of solids
Comments:
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART B — SYSTEM INFORMATION (Continued)
SKETCH OF SEWAGE DISPOSAL SYSTEM:
INCLUDE TIES TO AT LEAST TWO PERMANENT REFERENCES, LANDMARKS OR BENCHMARKS.
LOCATE ALL WELLS WITHIN 100'
30�
DEPTH TO GROUNDWATER: DEPTH TO GROUNDWATER
METHOD OF DETERMINATION OR APPROXIMATION:
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SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C — FAILURE CRITERIA
/ (Indicate Y—yes N—no ND—not determined.Describe basis of determination.If"not determined",explain why not.)
1/ Backup of Sewage into Facility?
/t/ Discharge or ponding of effluent to the surface of the ground or surface waters?
Static liquid level in the districution box above outlet invert?
/ Liquid depth in cesspool, 6"below invert or available volume, 1/2 day flow?
Required pumping 4 times or more in the last year? Number of times pumped
Septic tank is metal?cracked?structurally unsound?substantial infiltration?substantial exfiltration?
tank failure imminent?
Is any portion of the SAS,cesspool or privy, below the high groundwater elevation?
/L Within 50 feet of a surface water?
Within 100 feet of a surface water supply or tributary to a surface water supply?
Within a Zone I of a public well?
/ Within 50 feet of a private water supply well?
Within 50 feet of a bordering vegetated wetland or salt marsh (cesspools&privies only, not the SAS)?
Less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water
quality analysis? If the well has been analyzed to be acceptable, attach copy of well water analysis for
coliform bacteria,volatile organic compounds,amonia nitrogen and nitrate nitrogen.
PART D — CERTIFICATION
INSPECTOR: ROBERT J. BORTOLOTTI ADDRESS: 765 WAKEBY ROAD, MARSTONS MILLS
COMPANY: BORTOLOTTI CONSTRUCTION INC. MA 02648 (508) 771-9399
CERTIFICATION STATEMENT
I CERTIFY THAT I HAVE PERSONALLY INSPECTED THE SEWAGE DISPOSAL SYSTEM AT THIS ADDRESS AND THAT THE INFORMATION
REPORTED IS TRUE,ACCURATE AND COMPLETE AS OF THE TIME OF INSPECTION. THE INSPECTION WAS PERFORMED AND ANY
RECOMMENDATION REGARDING UPGRADE,MAINTENANCE AND REPAIR ARE CONSISTENT WITH MY TRAINING AND EXPERIENCE
IN THE PROPER FUNCTION AND MAINTENANCE OF ON—SITE SEWAGE DISPOSAL SYSTEMS.
CHECK ONE:
_ I HAVE NOT FOUND ANY INFORMATION WHICH INDICATES THAT THE SYSTEM FAILS TO ADEQUATELY PROTECT PUBLIC
HEALTH OR THE ENVIRONMENT AS DEFINED IN 310 CMF 15.303. ANY FAILURE CRITERIA NOT EVALUATED ARE AS
STATED IN THE"FAILURE CRITERIA"SECTION OF THIS FORM.
I HAVE DETERMINED THAT THE SYSTEM FAILS TO PROTECT PUBLIC HEALTH AND THE ENVIRONMENT AS DEFINED IN
310 CMR 15.303. THE BASIS FOR THIS DETERMINATION IS PROVIDED IN THE"FAILURE CRITERIA"SECTION OF THIS
FORM.
INSPECTOR'S SIGNATURE: _._ "'
DATE:
ORIGINAL TO SYSTEM OWNER,COPIES:BUYER(if applicable),APPROVING AUTHORITY
24"CAST IRON COVERS
_SLAB EL. 51.0 H-20, 24"H-20 CAST IRON COVER H-20 RATED F&C FINISHED VENT
BLOCK UP D-BOX, 24"I.D. RISER FILTER FABRIC MANHOLE FRAME AND COVERS
cO TO GRADE, MORTAR ALL COMPONENTS OVER STONE LABELED "SEWER" TO GRADE WHERE INDICATED
CREW
PRECAST H-20
•k.. RISERS (TYP.)
2'� TOP OF CONCRETE EL. 46.3 MORTAR ALL BLOCKS OR
. . .•..
INV'S EL. ¢5,3COMPONENTS PRECAST RISERS
-43-�
t•: 4
H-20 21.D.
7..y: *46.22 °°°°°°°° °^°^°°°°°°°^ '.•'.. '•:.' '•' ° ','.w:• ', :•',. •;'. a'.'.w: . : ''. '. •; :•.: ••••,w:• ', °° °"°"°°°`°"°"
• 1 y � o°°°O°O° °O°o°O° °O°O
r5.97 10" 14" o°°°o°°° °°°°°°° ®®® 0®®® �®� ®®® ®®0® ®ODC7 ° ° ° ° °°°°°°°°
'•' '' TEE o °°°0°°°° 0°°°0°0 ®��®® ®®0 �� �0®® ®��1� ®®®(]�® °000°000 °000°0°0
0 0 0 0 0 0 0 0 O O O D O O O O O 7 0 0 0 0 0 o 0 0
:y 0000000 000000 o°o°o°o°0°0°0°0° O 0 O 07 O D O 0 L VMO
o°o°o° o°o°o°o°
1500 GAL H-20 000o0o00 000000 12' AT 1% o00 °o'o'o'oo ®®®®®�®���® ®® 0�® 0�®® ®®�®®®®®®®�� °°°°°° °°°°°°°°
11' AT 2.5% o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° °0°00°0°0°0°
4"�SCH40 PVC SEPTIC TANK GAS BAFFLE :.: 00000000 000000 4"0SCH40 PVC ° ° Goo ° ° ° ° ° °
0 0 0 0 0 0 0 0 c1
° 43.3
4' LIQ. LEVEL PIPES LEVEL 1ST 2'
ACME OR EQUAL 45.57'
H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST
'i; ;. .' ' '' , : ' .:::.' ....: :• 45.40 OR SHEA CONC. PRODUCTS DRY WELL 500 GAL H-20 OR EQUAL.
(3) UNITS REQUIRED
6" GRAVEL & MECH. 15 AT 1% ACME DB5 H-20 OR EQUAL 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN.
COMPACTION (TYP.) 4"0SCH40 PVC AT SIDES AND ENDS OF PRECAST STRUCTURES 5'
*THE INSTALLER SHALL VERIFY THE
(15.221 [21) SEPTIC PROFILE OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.5' X 12.83'
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND ELEVATIONS NOT TO SCALE NOTE: PLEASE REFER TO THE GENERAL
PRIOR TO INSTALLING ANY PORTION OF NOTES ON OTHER EXISTING CONDITIONS
SEPTIC SYSTEM PLAN ACCOMPANYING THIS SET.
' BOTTOM TH-2 EL. 38.3'
NO GROUNDWATER FOUND
PARKING CALCULATIONS:
WAREHOUSE/CONTRACTOR BAYS:
2,000 SF STORAGE( (1/700 SF) 2.8 SPACES
600 SIF 2 EPFARATE/SUITES: + 2.0 SPACES 5 0121VEwgY X�stiNG s SYSTEM DESIGN:
�
6.8 SPACES REQ. EDGE OF 5j• TAT GARBAGE DISPOSER IS NOT ALLOWED
7 SPACES PROVIDED INCL. 1 VAN HCP SPACE EXISTING
PARKING \ AY EXISTING DESIGN FLOW: 2 BEDROOMS (110 GPD) = 220 GPD
(+ 3 SPACES IN BLDG = 10 TOTAL) �y�cPRiVATE WA PROPOSED DESIGN FLOW: 14 PERSONS (15 GPD/PERSON) = 210 GPD
s� ���q y USE A 210 GPD DESIGN FLOW (RAZE + REPLACE, NOT "NEW CONSTRUCTION")
os� 5��s•1: SEPTIC TANK: 220 GPD ( � = 440
501 �s.�2 E FSS �ES Pa VE ��
? _ �o G W \s ion RAVE c_ USE , . 15Q0 GALI..ON H-20 SEPTIC TANK
LEGEND 5� �Q AN�sc -` LEACHING:
SEE OTHER SHEETS � �o� E e FE � '�w
BENCHMARK: U J N - , [5 SIDES: 2(33.5 + 12.83) 2 (.74) = 137
MAG NAIL SET aZ a Aso
TEST HOLE LOGS IN PAVEMENT 33.5 x 12.83 (.74) = 318
W o BOTTOM:
ELEV. 50.53 `�oa N r?
aam z " •
;;, so TOTAL: 615 S.F. _455 GPD > 210 GPD O.K.
ENGINEER: DAVID FLAHERTY, R.S. \ o C; `DON DESMARAIS, R.S. USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR
` 3 \
WITNESS: � ^`" � � PROVIDE VENT � EQUAL) WITH 4' STONE ALL AROUND
DATE: OCTOBER 19, 2006 EDGE OF ,' o s o WITH CHARCOAL
FILTER AND
EXISTING °�, ° 0 � •:::•.....� �'� � NOTE: 210 GPD MAXIMUM ALLOWED DESIGN FLOW ON SITE
BUGSPERC. RATE _ < 2 MIN/INCH PARKING zo PLACEMENT
(FINAL
a Q ., PLACEMENT WITH �
`i' t :`'. . OWNER
J O i% '::. .".n
CLASS 1 SOILS P# 1 1491 mZ�' '`..f:;�':;: ":(•;.' ' I CONSULTATION) 01
o ` ``' " EXISTING HYDRANT
om ....... y.:::::::..... ...., 14
4 J J o o S.. ::' :::::;.' .' : : .' :: 1 TAG BOLT #632
ELEV. ELEV. , APR PO ED : ::: : :: ::::::::: ::::::::::. :. . . :::::: : , r, TITLE 5
11 49.3' 49.3' A E ID G :`. :. '`..:.;:. : ;: :ea'• I �1
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12" 48.3 :.::: *A W OF
11 48.4 �' :::::. : . :. ::. :::::::. .. ....::.... .:
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A/E q/E `� � ::.:......•.�.:•. ;':�•...... ....... �. 49 MAP 294
.•..••• •••••• NEWMARV
35 PINENEEDLE LANE
LS LS ,..':���:�::•:.;:':....'•.�:.X•::`.� :�?-. �J q v CONDOMI
1 OYR 3/2 1OYR 3/2
19" 47.7' 20" 47.6' sus°g o'e TH-, �, (HYANNIS) BA MA
N R STABLE
B B 100 00 INV q4.0 , /o Roo,
LS LS PREPARED FOR
10YR 6/6 10YR 6/6 x �9
36" 5% COBBLES 46.3' 3411 5% COBBLES 46.5' MA� 294 PCL 53 a
SALLY V. CHIPMAN BENCHMARK: CONDINHO CONSTRUCTION INC.
27 PINENEEDLE LANE EXIST. BASIN
HYANNIS, MA
PERC C C DB 7469 PG 0 6301 EL. 48.34
�r DATE: JAN UARY 4, 2007
MFS MFS SHEET
3 OF 4 , off 508-362-4541
N OF Mgss9c SN OF mg6v fax 508 362-9880
2.5Y 5 5Y 65 2 6 . 0�' so o tiG
/ / y,. DANIEL s y,. DANIEL A. J,
» 5% GRAVEL » 5% GRAVEL OJALA N °IVIL N down cope en gin eerin q, inc.
125 38.9 132 38.3
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No. -o No.46502
Cl t//L ENGINEERS
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NO GROUNDWATER ENCOUNTERED Scale: 1"= 20' ��o EPA ��ONAL �o `
o 1 —� LAND SURVEYORS
MA 939 Main Street - YARMOU THPOR T, MASS.
DCE #06-246 0 10 20 30 40 50 FEET APPROVED DATE BOARD OF HEALTH DATE DANIEL A. OJALA, P.E., P.L.S.
PERMIT SET- NOT FOR CONSTRUCTION 06-246-BASE-SP.DWG (DAO)