HomeMy WebLinkAbout217 FRAZER FIR RD Electric # APPLICATION FOR BUILDING PERMIT
Plumbing# 217 Frazer Fir Road
HVAC# 13000237 Date: I '
Sprinkler# �—
FINAL APPROVALS Estimated Cost $ cw +
Building COMPLETE RED BOXED AREAS Permit Fee $ 7 ,
Engineering TYPE OR PRINT ONLY Occupancy Fee $ L 4*46
Affidavit Eng. Insp. Fee $
Appr.forCO. SIGN ON REVERSE SIDE t
Total Fee
TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ l I o�
The undersigned hereby applies to do work according to the following:
Applicant MCA h 4,v- f cation ofWork LotNo.
Applicant's Address 4-o-' '7Ztk Tel # 7V
Town Zip __ _
Owner SIV^r /r Ajov�� Architect x
Owner's Address Architect's Address
Zip -a.✓� C _Zip
Sq.Ft.New Area: 1 st Fl. 7 w 2ndFI._�� 3rd Fl. _- Total New Area
Purpose of this permit t-,4�
City Water Wei Septic System J Sewed Q61-3 00(."]2
Ins: HO SP Cert. Area Basement Garage
Approved by Date Use Grouper L Construction Type
Revised 1108
I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of
South Windsor and to notify the Building Inspector of any alterat n in the plans or specifications of the Building for which this
permit is asked,and agree that this building is to�""' ed�Ft�proper distance from all street lines.side yard lines,and required '
distances from all other zones and is located in tf}h ding and its use is allowed.
Signed
I hereby apply for a Certificate of Occu o a work .scribed in this application tof the permit.
Signed /)
DO NOT WRITE BELOW THIS LINE
INSPECTION COMMENTS
INSPECTION FIELD SHEET O1/08/14
Printed by Peart, Dayshell 09 15 37
INSPECTION: 58297 FOOTING PERMIT:
STATUS
APPLICATION: 201300672
LOC: 217 FRAZER FIR ROAD
SOUTH WINDSOR
PROPERTY ID: 34430217
LOT/SUBDIV: 62
OWNER: MANNARINO BUILDERS INC
860-289-7055
CONTRACTOR:
REQUEST BY:
PROJ DESC: NEW HOME
WORK ORDER:
INSPECTOR: DOUG RESULT: PASS
REQUESTED: 05/21/13 PRIORITY:
SCHEDULED: 05/23/13 AM COMPLETED: 06/10/13
UNPAID FEES 00 Date Time
MILEAGE: 00 TIME: TRAVEL ONSITE
COMMENTS:
ROB.
ALL INSPECTIONS:
INSPECTED INSPECTOR RESULT INSP DESCRIPTION
06/10/13 DOUG PASS B002 FOUNDATION
ROB. not done, 12pm 6/10
O8/21/13 DOUG PASS B003 FRAMING (ROUGH)
ROB
08/23/13 DOUG PASS B004 INSULATION
MARK.
10/30/13 ROSE N/A B005 FIREPLACE / CHIMNEY
10/25/13 DOUG PASS BO10 FINAL
ROB.
08/21/13 DOUG PASS E001 ELECTRIC SERVICE
09/11/13 DOUG PASS E002 ELECTRIC UNDERGROUND
ROB.
08/21/13 DOUG PASS E003 ELECTRIC ROUGH
08/21/13 DOUG PASS H003 HVAC ROUGH
10/30/13 DOUG N/A P002 PLUMBING UNDERGROUND
08/15/13 ROSE PENDING P003 PLUMBING ROUGH
ED Q 860-291-0115//repair leak in 3" drain
10/09/13 ROSE PASS P004 PLUMBING GAS TEST
meter service/piping to furnace/h20 htr & firepl
INSPECTION FIELD SHEET O1/08/14
Printed by Peart, Dayshell 09 15 37
10/16/13 LIPE APPWBOND Z003 CO PLANNING INSPECTION
RECEIVED
SITE COMPLIANCE CHECKLIST
TOWN OF SOUTH WINDSOR,CONNECTICUT OCT 18 2013
***** FOR C OF O *****
WM WSOR RANMNG DEFT.
ADDRESS r r Q Z f I Q LOT/UNIT#Reviewed by (Engineering)
CONTACT/DEV WYlyj a4 1 11,0 Date Reviewed /6lt5'r3 �pproed/Deniedk.
PH# Reviewed by P'Nd,-L (Planning) �50
Date Submitted & 3 Date Reviewed L° I ? pprove vied
As required in the Zoning and/or Subdivision Regulations, no Certificate of Occupancy shall be issued until grading
plans have been complied with and approved by the Town Engineer. The minimum requirements shall include:
Approved Denied N/A
1. Approved building permit plan
/ 2. Finish grading per approved
building permit plan
3. Site work; i.e.trees,shrubs,
/ dumpsters, required parking
4. Utility location;
a. sanitary sewer/septic systems
b. foundation drain
C. electrical&telephone
✓ d. water
e. other �-
G/ 5. Sewer connection charge paid
6. Appropriate certification
7. Bonding
8. Planning&Zoning/
Inland Wetlands Considerations
A. Lighting
B. Signage
Freestanding Wall
C. Fee in lieu of Open Space
COMMENTS:
C OS Beiow FG
s/engineering/molloy/site compliance checklist
DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT#
Application is hereby: TOWN OF SOUTH WINDSOR ! 0 �
BUILDING DEPARTMENT
APPRqVEQ 1540 SULLIVAN AVENUE _
g. 1
644-2511 EXT.230 IB �D o Z 3-:7-
(Dat (Building Inspector)
Application must be printed or typed
FEE SCHEDULE 2_ 4 Location of Job:
$0-$1,000=$15.00 Street No. Street Lot No.
Over$1,000-
$15.00 per$1,000
or any fraction thereof Tenant Designation Apt.No.
APPLICANT A-I C (3
APPLICANT ADDRESS ,u S v\\\,r y 1u
5 \�
APPLICANT PHONE#
0W N $F OWNER Cc1
'4< OWNER ADDRESS �U U C 1ksju \ 21
O -4* C)OWNER PHONE U� ; - \\S
C ESTIMATED COST $ g C)
V IS THIS A CONTRACT COST? r '� YES NO
x G FEE ENCLOSED$ �—
O Iqd��-
1� TYPE OF JOB:
�SOR•Cod ✓4ew Installation
Alteration/Addition Repair �7
Revised 12/22/11
APPLICATION FOR PLUMBING PERMIT (Continued from reverse side)
TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A
RESIDENTIAL BUILDING PERMIT APPLICATION? ❑ YES NO
O BUSINESS
O ASSEMBLY CURRENT USE AND OCCUPANCY
O MERCANTILE
O EDUCATIONAL FUTURE USE AND OCCUPANCY
O FACTORY
O STORAGE ENGINEER'S NAME PHONE
O GARAGE
O MIXED USE ADDRESS
(Other please specify) CITY STATE ZIP
TYPE OF INSTALLATION .3 12 Cz� \0 SIZE OF MAIN DRAIN
NO. OF TOILETS_�STYLE NO.URINALS STYLE
NO. OF BATHTUBS NO. OF SHOWERS I NO. OF LAVATORIES
NO. OF CONDUCTORS I SIZE 3 NO.OF STACKS SIZE
AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS
NO.OF OTHER FIXTURES KIND
ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW ,�YES O NO
SIZE OF WINDOW 2 X 2 IF NONE C.F.M.OF VENTILATOR
SIZE OF DUCTS EWEI*SEPTIC TANK
SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER
WATER HEATER: TYPE G �S MANUFACTURER 73
DESCRIPTION OF WORK
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS
TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE
PERFORMANCE OF SUCH WORK.
—)—C-� ,S CA�" Q �
CONTRACTORS LICENSE NO. TYPE STATE
SIGNATURE OF APPLICANT .h _, �, _ l DATE � \ 114 \ 3
DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT
Application is hereby: TOWN OF SOUTH WINDSOR
PERMIT#
BUILDING DEPARTMENT 1 3y C.-a-03
APPROVED 1540 SULLIVAN AVENUE Bldg. Permit#
644-2511 ext. 230 3oaa�3�
Date Building Inspector
Application must be printed or typed
FEE SCHEDULE Location of Job:
$0-$1,000=$15.00 Street No. Street Lot No.
Over$1,000=
$15.00 per$1,000
or any fraction thereof Tenant Designation Apt. No.
APPLICANT
APPLICANT ADDRESS
APPLICANT PHONE# C 7'O
OW N S j , OWNER r:- -rC—/rC
OWNER ADDRESS �--
c.S'D`ZIy'i�
o r OWNER PHONE
0 i
C ESTIMATED COST$ �QdQ
e IS THIS A CONTRACT COST? Vries _No
x a o L FEE ENCLOSED$ � 5 0
�Z
� TYPE OF J �
SOR•CO��
-New Installation ��8
Alteration/Addition/Repair
201`; 02-
Revised 4/01//2002
APPLICATION FOR ELECTRICAL PERMIT (continued from reverse side)
TYPE OF BUILD- IS THIS APPLICATION ASSOCIATED WITH A
ING BUILDING PERMIT APPLICATION? ❑ YES ❑ NO
RESIDENTIAL CURRENT USE AND OCCUPANCY
❑BUSINESS
❑ASSEMBLY FUTURE USE AND OCCUPANCY s wsd
❑MERCANTILE
❑ EDUCATIONAL
❑ INSTITUTIONAL ENGINEER'S NAME PHONE
❑FACTORY
❑ STORAGE ADDRESS
❑GARAGE
❑MIXED USE CITY STATE ZIP
(Other please specify)
TYPE OF INSTALLATION/WIRING METHOD
SIZE OF SERVICE PC U SIZE OF MAIN CONDUCTORS
NUMBER OF METERS l NUMBER OF DISCONNECTS AND RATINGS
NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES & I�O
NUMBER OF LIGHT CIRCUITS �.L NUMBER OF POWER CIRCUITS
NUMBER OF SWITCHES 7 NUMBER OF OUTLETS
NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS
NUMBER OF A/C CIRCUITS
SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED.
DESCRIPTION OF WORK
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO
COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE
PERFORMANCE OF SUCH WORK.
/ T
CONTRACTORS LICENSE NO. TYPE STATE
SIGNATURE OF APPLICANT DATE c!?,/,/ 3
I)I:PARI-MiN'rDECISION APPLICATION I.OR IIVAC PERMIT PERMIT
3-OWN OF SOUTH WINDSOR i3 > 3 __
Application is hercbv BUILDING DEPARTMENT
P , 1540 SULLIVAN AVENUE Bldg.Permit#
644-251 1 ext. 230 '3wc a 3l
7 —
Date g Inspector
Application must be printed or typed
Location of Job: �� �•�
FEE SCHEDULE / �ra �� �i ` (Q
$0- $1,000=$15.00 Street No.
Street Lot No.
Over$1,000= __
$15.00 per$1,000 Apt.No.
or any fraction thereof Tenant Designation
APPLICANT ADVANCED Heating & Air Conditioning, Inc.
APPLICANT ADDRESS 701 Nutmeg Rd. No.
South Windsor, CT 06074
APPLICANT PHO�NE# (860 ) 282-0205 _—--
OWNER 1'n62 All ���---
Yd N S F !�
OWNER ADDRESS 9M
Uj OWNER PHONE —
O
FSTIMATFD COSTS -
r U IS THIS A CONTRACT COST? _Yes _No
FI 1 Nt'i t)SI a) 27111. v_--
r.
APPLICATION FOR HVAC PERMIT (Continued from reverse side)
TN'PF OF SYSTEM: TYPE OF BUILDING:
tEATING d RESIDENTIAL
C ❑ COMMERCIAL
❑ VENTILATION ❑ INDUSTRIAL
IiEATING
❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS.
❑ HYDRONIC J&WARM AIR ❑ UNIT RADIANT HEATER
EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION
DESIGN TEMP. OUTSIDE 0 OF INSIDE Z5;--°F DIFFERENCE7C-7°F
l-OPAL HEAT LOSS (BTUH)77,yo0F(HEAT LOSS SHEET MUST ACCOMPANY
APPLICATION)
DESCRIBE ALL I EATING EQUIPMENT(INCLUDING MAKE& MODEL NO.)
GROSS HEATING CAPACITY(INPUT—BTUH)lof0 NET RATING (OUTPUT—BTUH)/
'IYPE OF FUEL
Cl OIL—GPM OIL TANK LOCATION :❑ INSIDE❑ OUTSIDE CAPACITY
,LGAS—INPUT/!t LPG TANK CAPACITY ELECTRIC—KW
AIR CONDITIONING
DESIGN TEMP. OUTSIDE °F INSIDE �� °F DIFFERENCE °F
TOTAL HEAT GAIN(BTUH) yd'4VHEAT GAIN SHEET MUST ACCOMPANY APPLICATION)
DES RIBE ALL COOLING E IPMENT (INCLUDING MAKE& MODEL NO.)
--- Xzz:CA
TONNAGE ` COOLING CAPACITY (BTUH)
VENTILATION
DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT
TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM)
(PLANS MUST ACCOMPANY APPLICATION)
f U'RTHER DESCRIPTION OF WORK -
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO
COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE
PERFORMANCE OF SUCH WORK.
303614 S-1 _ CT
CONTRACTORS LICENSE NO. TYPE SPATE.
SIGNATURE OF APPLICANT w DATE
t
Mann Lot #62, 217 Frazer Fir Rd.
HVAC Load Calculations
for
Mannarino Bids.
�I
RHVACRESIDgTI`RAL
I-IVAC LOADS
Prepared By:
Stephen Smith
Advanced Htg &AC Inc
Tuesday, July 09, 2013
..__ _ _ ..___�_,..1..,�,,,...,.,._ . _a...sr...tea.. _._ ..`-,,.
I
Residential&
ht
Advanced
Htgr&A/ 06079 �1 tiVAC l.osds Elite Software b 17 Frazer
e a e 32
Advanced Htg i�A/C Mann Lot#62, 217 Frazer Fir Rd.
South --------- ---- 9
System 1 Room Load Summary
Htg Htg Run Run Clg Clg Clg Zone Clg Air
Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys
No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM
---Zone 1---
1 Dining 252 5,206 68 1-6 460 1,985 344 90 1.00 90 90
2 First FI Foyer 162 3,678 48 1-4 535 1,027 298 47 1.00 47 47
4 Family 672 13,930 181 3-6 467 6,047 1,606 275 1.25 344 275
5 Breakfast 120 6,386 83 1-7 501 2,941 987 134 1.00 134 134
6 Kitchen/laundry/lav 430 6,520 85 1-7 550 3,231 1,098 147 1.00 147 147
Zone 1 subtotal 1,636 35,720 464 15,231 4,333 693 762 693
-Zone 2---
3 Master Suite 810 18,217 237 3-6 527 6,824 1,191 310 1.00 310 310
Zone 2 subtotal 810 18,217 237 6,824 1,191 310 310 310
-Zone 3-
7 Second FI Foyer 162 3,133 41 1-5 496 1,488 263 68 1.00 68 68
8 Bed 3 360 3,824 50 1-5 620 1,860 252 85 1.00 85 85
9 Bed 2 486 6,642 86 1-6 581 2,508 252 114 1.00 114 114
10 Upper Family 528 9,892 129 2-6 540 4,662 756 212 1.25 265 212
Room
Zone 3 subtotal 1,536 23,491 305 10,518 1,523 478 531 478
System 1 total 3,982 77,428 1,006 32,573 7,047 1,482 1,603 1,482
System 1 Main Trunk Size: 16x17 in.
Velocity: 838 ft./min
Loss per 100 ft.: 0.075 in.wg
Cooling System Summary
Cooling Sensible/Latent Sensible Latent Total
L Tons Split Btuh Btuh Btuh
Net Required: 3.30 82%/ 18% 32,573 7,047 39,620
Recommended: 3.62 75%/25% 32,573 10,858 43,431
r-quipment Data
Heatino Svstam �`�-
RECEIVED
SITE COMPLIANCE.CHECKLIST
TOWN OF SOUTH WINDSOR, CONNECTICUT 013
BUILDING PERMIT***** WM1�eR
ADDRESS 01-7 '�-ma< i� Fr PA LOT/UNIT#
� Reviewed by QD (Engineering)
CONTACT/DEV Iyt� U� Date Reviewed SAO A ro JDenied
PH# 5k- 2--S`7'7655' Reviewed by j' 2 (Planning)
Date Submitted 5 n�/3 Date Reviewed �/L pprov Denied
Reviewed by (Health Dept)
Date Reviewed Approved/Denied
In accordance with the Zoning and/or Subdivision Regulations, prior to the building of any structure on a lot, a Topographic
Plot Plan shall be submitted for approval. The minimum requirements shall include:
Approved Denied N/A
1. Name,address&phone number of
/ owner/applicant
2. Name,address&phone number of plan
preparer
3. Zoning Information-i.e.zone,open space,
/ floodway,street address
—may 4. Plot Plan at I'=40'scale
/ a. Subdivision reference,abutting properties,etc.
b. Easements of record
C. Lot description,bearings, building lines,
/ distances,area,etc.
d d. Contours,e)dsting&proposed, 1 Or 2ft. interval
where appropriate
✓ e. Building location with dimensions. Eleva ions of
proposed finish floor,garage floor¢erline
of road at driveway
f. Elevations of gravity drainage systems,sanitary
&foundation drain at the house and the street
g. Tentative udiity location(gas,water,electric,
septic system,etc.
h. Title block with name&address of preparer,
date,appropriate certification,live seal&live
signature consistent with the Board of
Registration requirements. (P.E.&L.S.)
S. Sedimentation and erosion control
6. Special Planning&Zoning,Inland/Wetlands
considerations(Plans on file w/Town Clerk)
COMMENTS: AJ OTC c. f1a -�Yfi, P c4,;,t�,.�,?
s/engineering/molloy/building compliance checklist
� f
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AND ASSOCIATES
CONSULTING ENGINEERS
May 17,2013
Mr. Robert Mannarino
Mannarino Builders,Inc.
400 Chapel Road,Unit 3F
South Windsor,CT 06074
RE: Remedial Action Report
Lot#62—Dzen Tree Farm Subdivision,South Windsor,CT
Jr] �i Y
Dear Mr.Mannarino:
On May 9,2013 Zuvic,Carr and Associates,Inc.(Zuvic Carr)collected a composite
confirmatory soil sample from Lot#62(see highlighted lot on attached Figures 1 and 2)to
confirm that remediation(i.e. soil mixing)was complete and had achieved remedial objectives as
outlined in Zuvic Associates,Inc.(Zuvic)remedial action plan(RAP),dated March 5,2008.
The soil sample(Lot 62)was submitted to Complete Environmental Testing,Inc.(CET),a State
certified laboratory and analyzed for total arsenic and toxaphene(a pesticide). The laboratory
results indicated that toxaphene was not detected and arsenic was not detected at a concentration
above the CT residential direct exposure criterion(Res DEC)of 10 milligrams per kilogram
(mg/kg). A copy of the laboratory analytical report is attached.
Based on the analytical results described above,remediation has been completed at Lot#62. No
further action is recommended.
Please contact us at 860-436-4901 if you have any questions.
Sincerely,
Zuvic,Carr and Associates,Inc.
Pt 5-
Ryan Bartosz Robert J.Carr,P.E., LEP
Project Manager Vice President
C: Mr.Jeff Folger—Town of South Windsor
Attachments: Figure t
Figure 2
Laboratory Analytical Report
Remedial Action Report—Lot#48
40 Cold Spring Road • Rocky Hill,CT 06067 • PHONE 860.436.4901 • FAx 860.436.4953
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s J c%,-, j ` 4 =,/ •+•so•.c+;...—11 to—1
- HEHF.DIATION TAHCRT AREAS
+ .\ DZEN TREE FARM
t - BARBER DILL ROAD AND MASEEL ROAD
{ SOVIR WINDSOR. CONNIMCVT
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REMEDIAL ACTION SITE PLAN
DZEN TREE FARM
HARDER HILL ROAD AND IWKEL ROAD
SOUTH WINDSOR. CONNECTICUT
*ET
GOYPlut INVINONVINTAI TISTING,[MG. Tel: (203)377-9984
80 Lupes Drive Fax:(203)377-9952
Stratford,CT 06615 e-mail:cetl @cetlabs.com
Client: Mr.Ryan Bartosz
Zuvic-Carr and Associates,Inc
40 Cold Spring Road
Rocky Hill,CT 06067
Analytical Report
CET # 13050362
Report Date:May 15,2013
Client Project:Dzen Tree Farm,S Windsor
Client Project#: 1476
Connecticut Laboratory Certification PH 0116 New York Certification 11982
Massachusetts Laboratory Certification M-CT903 Florida Laboratory Certification E871064
Rhode Island Certification 199
1 of 4
Project#:1476 Page 2 of 4 May 15,2013
CET#: 13050362
Project:Dzen Tree Farm,S Windsor
SAMPLE SUMMARY:
This report contains analytical data associated with the following samples only.
CETID I Client Sam Ic ID Matrix Collection Date Collection Time Recei t Date
AF32684 Lot 62 Soil 5/9/2013 9:45 05/10/2013
Sample temperature upon receipt was 4.8 degrees C
PREP ANALYSIS:
Acid Digestion EPA 3050131
Client ID Lot62
CET ID AF32684
Date Analyzed 1 5/13/2013
Accelerated Solvent Ext.-Pest [EPA 3545A]
Client ID Lot62
CET ID AF32694
Date Analyzed 5/13/2013
ANALYSIS:
Total Solids EPA 160.3 mo] Units:percent
Client ID Lot62
CET ID AF32684
Date Analyzed 5/15/2013
Total Solids 85
Total Metals EPA 6010C Units: mg/kg(Dry Wt)
Client ID Lot62
CET ID AF32684
Date Analyzed 5/13/2013
Dilution 1.0
Arsenic 10
EPA 8081B Chlorinated Pesticides [EPA 8081131 Units: ug/kg(Dry Wt)
Client ID Lot62
CET ID AF32684
Date Analyzed 5/15/2013
Dilution 1
Toxaphene ND<240
TCMX(Surr 1)50-150 95
DCB Surr 2 50-150 1 89
Complete Environmental Testing,Inc.
Project#: 1476 Page 3 of 4 May 15,2013
CETM 13050362
Project:Dzen Tree Farm,S Windsor
Questions related to this report should be directed to David Ditta,Timothy Fusco,or Robert Blake at 203-377-9984,
Sincerely,
( i)ittaWr1r
D
Laboratory Director
Report Comments:
1. ND is None Detected at the specified detection limit.
2. All analyses were performed in house unless a Reference Laboratory is listed.
3. Samples will be disposed of 30 days after the report date.
4. Sample Result Flags:
E-The result is estimated,above the calibration range.
H-The surrogate recovery is above the control limits.
L-The surrogate recovery is below the control limits.
B-The compound was detected in the laboratory blank.
P-The Relative Percent Difference(RPD)of dual column analyses exceeds 409/6.
D-The RPD between the sample and the sample duplicate is high.Sample homogeneity may be a problem.
5. All results met standard operating procedures unless indicated by a data qualifier next to a sample result,or a narration
in the QC report.
Complete Environmental Testing,Inc.
CET#
T -- - Volatile Soils Only: tq
d w
~ Date and Time in Freezer o
CHAIN OF CUSTODY RECORD Client ►3
COMPLETE WROMMEMTA TESTING,INC. CET: o �'
8o Lupes Drive TeL•(203)377-9984 A.,,Mat"x TumwO1^Q Organics Metals 04dalftAPPM1 AdMonai Analysis
Strafford.CT 06615 Far(203)M-9952 ssd Trme~
e-final:cell 0 VF.WAW (`��) Io to
Bottle Request email:bottleordera®cettabs.com
sow
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vm / — pipjact 1 �1 Tto t�/i"'1 Piaj�at. N
address `-e/Y Lo sk, 1r w
CtIWC ❑Sw ❑She SPKft(MSArSD)' CA3iCPPkD- ❑DOAW'
0166 7— tom.Row v.Wnal cLOOF ELX=d ❑omer
ITa E mat RSR Reporthg Laub(awd arts) M02C ❑GB ❑" ❑OIMr(spealy)
;,e'2v✓I C.co,\ Lab Use
Pt(,J• }(�(� �+ Fax Of r
0(Oa_��6—�/�3 7P Y 'C or N SHEET OF
'Additional charge may apply —TAT begins when the samples are recetvod at the Lab and ati Issues are resolved.TAT for samples received after 3 pm will start on the red busk)ess day. WV.IWI
REASONABLE CONFIDENCE PROTOCOL
LABORATORY ANALYSIS QA/QC CERTIFICATION FORM
Laboratory Name: Complete Environmental Testing,Inc. Client:Zuvic-Carr&Associates,Inc.
Project Location: Dzen Tree Farm,S.Windsor Project Number: 1476
Laboratory Sample ID(s):AF32684 Sampling Date(s):5/9/2013
List RCPMethods Used(e.g.,8260,8270,et cetera): CEM 13050362
For each analytical method referenced in this laboratory report package,were all specified
I QA/QC performance criteria followed including the requirement to explain any criteria ®Yes[]No
falling outside of acceptable guidelines,as specified in the CT DEP method-specific
Reasonable Confidence Protocol documents?
Were the method specified preservation and holding time requirements met?
1A ®Yes❑No
VPH and EPH Methods only: Was the VPH or EPH method conducted without
Ig significant modifications(see section 11.3 of respective RCP methods) ❑Yes❑No
S N/A
2 Were all samples received by the laboratory in a condition consistent with that described on
the associated chain-of-custody document(s)? SYes[]No
Were samples received at an appropriate temperature(<6*C)? ®Yes❑No
3 ❑N/A
Were all QA/QC performance criteria specified in the CT DEP Reasonable Confidence
4 Protocol documents achieved? ®Yes[]No
a) Were reporting limits specified or referenced on the chain-of custody? ®Yes❑No
5
b) Were these reporting limits met? SYes[]No
6 For each analytical method referenced in this laboratory report package,were results
reported for all constituents identified in the method-specific analyte lists presented in the ❑Yes SNo
Reasonable Confidence Protocol documents?
7 Are project-specific matrix spikes and laboratory duplicates included in this data set?
[]Yes SNo
Notes:For all questions to which the response was"No"(with the exception of question#7),additional
information must be provided in an attached narrative.If the answer to question#1,#1A,or#I B is"No",the data
package does not meet the requirements for"Reasonable Confidence". This form may not be altered and all
questions must be answered.
I,the undersigned,attest under the pains and penalties of perjury that,to the best of my knowledge
and belief and based upon my personal Inquiry of those responsible for providing the Information
contained in this analytical report,sgch ormaatiion Is accurate and complete.
Authorized Signature: �": J '�G" Position: Laboratory Director
Printed Name: David Ditta Date: /17/2 1
Name of Laboratory: Complete Environmental Testing,Inc,
This certification form is to be used for RCP methods only.
CTDEP RCP Laboratory Analysis QA/QC Certification Form-November 2007
Laboratory Quality Assurance and Quality Control Guidance Reasonable Confidence Protocols
*ET
COYP19 ENSONNENIAE 1EST%MD.
Tel:(203)377-9984
80Lupes Drive Fax:(203)377-9952
Stratford,CT 06615 e-mail:cetl@cetlabs.com
A Report
Project. Dzen Tree Farm,S Windsor
CET#: 13050362
Blank/LCS Report
A Type:Total Metals Date Anal ed: 5/13/2013 Batch M: 85964
Analyte Blank LCS%Rec LCS CL
Arsenic ND<1.0 86 80-120
All associated samples:AF32684
Connecticut Laboratory Certification PH0116
Massachusetts Laboratory Certification%f-CT903
Rhode Island Laboratory Certification 199
Page 1 of 4
Project:Dzen Tree Farm,S��G'indsor
Cet#: 13050362
QC Batch Report
Total Metals Batch 85964
CET ID Client Sample ID I Matrix Collection Date
AF32684 Lot 62 Soil 5/9/2013
Complete Environmental Testing,Inc.
Page 2 of 4
Project:Dzen Tree Farm,S Windsor
Cet#:13050362
Narrative
6. The client requested a subset of the RCP metals and the 8081 list.
7. Project specific QC was not requested by the client.
Complete Environmental Testing,Inc.
Page 3 of 4
Project:Dzen Tree Farm,S N mdsor
Cet#:13050362
*Err
t0YRM 11�0QI N 1EMU'QC.
80 Lupes Drive Tel(203)377-9984
Fax:(203)377-9952
Stratford.Cr 06615 e-niarY:eetl®cedabs.com
Quality Control Definitions and Abbreviations
Internal Std.(IS) An analyte added to each sample or sample extract. An internal standard is used to
monitor retention time,calculate relative response,and quantify analytca of interest.
Surrogate Rea(Surr Rec) The%recovery for non-target organic compounds that are spiked into all sarmple&
Used to determine method performance.
Continuing Calibration An analytical standard analyzed with each set of samples to verify initial calibration
of the system.
Batch Samples that are analyzed together with the same method,sequence and lot of
reagents within the same time period. Samples are of the same matrix.
NO Not detected.
Dilution Multiplier applied to detection levels(MDL)and/or sample results due to
interferences and/or high eoncenmtion of target compounds.
Duplicate Result from the duplicate analysis of a sample.
Samp.Res. Amount of analyte found in a sample.
Spk.AmL(Amt) Amount of analyte added to a sample.
Spk.Res. Amount of analyte found including amount that was spiked.
Spk.Dup.Res. Amount of analyte found in duplicate spikes including amount that was spiked.
MS%R %recovery of spiked amount in sample.
MSD%R %recovery of spiked duplicate amount in sample.
RPD Relative percent difference between MS and MSD
Blank Method blank that has been taken through all steps of the analysis.
LCS%Rec. Laboratory Control Sample percent recovery.The amount of analyte recovered from
a fortified sample.
Control Limits A range within which specified measurement results must fall to be compliant
LCS CL Control limits for Laboratory Control Sample.
his CL Control limits for matrix spike and matrix spike dup.
RPD CL Control limits for RPD.
Cont.Cal. (CC) Continuing Calibration
Flags:
H- Recovery is above control limits
L- Recovery is below control limits
B- Compound detected in the Blank
P- RPD of dual column results exceeds 40%
#- Sample result too high for accurate spike recovery
Connecticut Laboratory Certification PH 0116 New York Certification It 982
Massachusetts Laboratory Certification M•CT903 Florida Laboratory Certification E871064
Rhode Island Certification 199
t Complete Environmental Testing,Inc.
Page 4 of 4
Fys����T c+ �_ OPEN SPACE "E" - \ -f- - ---- 1
� ` WETLANDS I I
Q, qf,0 / `. TO BE DEEDED TO THE TOWN OF ?i__,
Fy `. SOUTH WINDSOR N `N _ n aN '
\ J N775.060"W, I �oN it ml�l
N ` ` U I--
S05 21'03"W ;' 524.91' _ ; ?j� POND
10' SIDE YARD ------ ( i I W O
f 1 _PROPOSED ST�i1`lE BERM I N
TI11 T a `R MARSH AREA
en /1 `\ \ n0l'rn1/- 1J77 n 1 nn• unnr cTflrer •m
1 •"' - cV mur J//CDC I MCC EASEMENT
1 OVI IVM- c/c.V i
I IN FAVOR OF THE TOWN OF SOUTH WINDSOR
• I 1 _____-- v
_ 280,Q v�,P INSTALL RODENT SCREEN ,¢ � ry ems` � M �� N ' 1O' WIDE C.L.& P. CC EASEMENT
28O -__-__ - AT FOOTING DRAIN OUTLET "r•'`!
-- � s AND 10' WIDE YANKEE GAS EASEMENT
/N I� HATCHWAY Z-pa o _W_- _ -�--- - Q�P�� o ` I I 4' WIDE CONCRETE WALK
0.0 s CO T-�`_ -_ END WALL f1
coz
F 0(A -- 0,
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�n'4' �� ��\ �:- I PROPOSED FROM HOUSE TO MAIN LINE
S
is --- _ I
S,) , \ 320'- 6". ®2.17.
II 62 2g0'0 / / B177JMINOUS CONCRETE 276.2 I o (MINIMUM SLOPE= 0%)
_0 DRIVEWAY �Or F ; 275.9
2
IN `` SANITARY SEWER LATERAL AT MAIN LINE
I m 279.0 / PROPOSED GRADE OF T E,ry I -d ' ;
80' UPLAND REVIEW ARE ^1 279.0 DRIVEWAY FOR LOT 62 SHALL I FL= 267.2t
M r ' I `-
-I 1 NOT BE LOWCR 774AN 276.2 �� _ _ 1 N ; -
II �- / N015545E 275.75
I ro 8 0.00' I N
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R=275.00' I
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I
INSTALL CONSTRUCTION EA17PANCE PAD
PR/OR TO ANY CONS7RUC710N
N -•�-_______- /�66 (A MINIMUM OF 20 FEET LONG)
--
A z 10gZ"----_-------
NOTES -
a / - -- -__ _ 1. AREA OF LOT 62 = 80,793 SQ.FT. = 1.855 ACRES
f j,j 2 _ / _ 2. ZONE OF SUBJECT PARCEL /S "RR OPEN SPACE".
------------- MINIMUM YARD REQUIREMENTS.-
r., ---------------ZSZ-------- --- -- - FTONT _= 40 SET
SIDE = 10 FEET
REAR = 20 FEET
0 \
2-- -- --------------
------------
`t \ J. BOUNDARY INFORMA77ON TAKEN FROM PLANS EN777LED -
N N 0
ITi 286 Oe `. DZEN TREE FARM SUBDIVISION PLAN PREPARED FOR MANNARINO BUILDERS, INC. MASKEL ROAD AND
s-- Z f� i� nO7---_--- \ Q� BARBER HILL ROAD SOU7H WINDSOR, CONNEC77CUT SCALE" 1 IN.= 40 FT. DATE.* AUGUST 29, 2007
, „ $5-
59 REVISION DATES TO 6-17 08 SHEETS Sl, S2, S3, S4 AND S5 ALFORD ASSOCIATES, INC. CIVIL
-----------"-----"-NO3'44'1 ENGINEERS WINDSOR, CONNEC77CUT"
4"E
`. 4 APPI!C^.NT MAP PREPARED RY
V
___ ----- -- MANNARINO BUILDERS, INC. ALFORD ASSOCIATES, INC.
2g0 g 0/0ROBERT MANNARINO 200 PIGEON HILL ROAD
-- - &Z -� 400 CHAPEL ROAD, SU17E 3-F P.O. BOX 484
1 58 88z SEEDING SCHEDULE - SOUTH
(WINDSOR, CONNEC77CUT 06074 W ��, CONNEC77CUT
ONNE 7288 06095
ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH
OPOSEO ROQO 4" MINIMUM i F TOPSOIL SEED AS INDICATED BELOW. CONDITION SOIL 5. ELEVA710NS ARE BASED ON NGVD29.
pR HOUSE P WITH FERTILIl;f2 AND LIMESTONE AS INDICATED BY SOIL TEST. 6. NO ZONING WOLA77ONS W1774 RESPECT TO LOCA77ON OF HOUSE, IF ERECTED AS SHOWN.
PERMANENT VEGETATIVE COVER:
i.S: A
SEEDING DATi.S: Z CONTRACTOR SHALL VERIFY LOCA77ON AND ELEVATION OF EXIS77NG U77LI77ES PRIOR TO ESTABLISHING FINAL
CONSTRUCTION ENTRANCE PAD- PRIL 1 TO JUNE 15 & SEPTEMBER 1 70 OCTOBER 15 MEASURES FOR STOCKPILED MATERIAL AND A T TOPS OF SLOPES DURING FOUNDA 77ON EXCA VA 770N. M/RAF/ FABRIC
OP. AT OTHER TIMES, WEATHER PERMITTING GRADE OF PROPOSED F0077NGS AND FOUNDATION. CONTRACTOR SHALL INSTALL TEMPORARY EROSION CONTROL
NOT TO SCALE LAWN AREAS: SILT FENCE AND/OR TEMPORARY VEGETA77ON IF PILES ARE TO REMAIN IN PLACE FOR EXTENDED PERIODS OF TIME.
FRAZER FIR ROAD USE THE FOLLOWING MIXTURE OR EQUAL AS APPROVED BY DESIGN ENGINEER:
KENTUCKY BLUEGRASS 45% 8. DURING CONSTRUCTION, MIRAFI FABRIC CHECK DAMS ALONG SWALES MAY BE REQUIRED BY TOWN STAFF.
CREEPING RED FESCUE 45%
0 0 0 0�0�oLVLq LEGEND - PERENNIAL RYEGRASS 10% 10. PROPOSED HOUSE -
0 00 0 o c
Z A"PLY 1-3 LBS./1000 S.F.
°° 0 "0 0 0°b PROPOSED GARAGE FLOOR = 280.0
0 0 o o 310__-�� EXIS77NG CONTOUR TEMPORARY `:EGETAIIVE COVER: PROPOSED TOP OF FOUNDA77ON = 281.0
N SEEDIN<i DATES: MARCH 1 TO JUNE 15 do AUGUST 1 TO OCTOBER 15 PROPOSED FINISHED FLOOR = 282.0
0 0 0°�0 0 II x 310.0 EXIS77NG SPOT GRADE OR AT OTHER TIMES, WEATHER PERMITTING APPROXIMATE BASEMENT FLOOR = 272.3 (WALKOUT)
0 0 ooho o c USE TV.- FOLLOWING SEED OR EQUAL AS APPROVED BY DESIGN
31D PROPOSED CONTOUR ENGINEER -
o�P o{�' Z TOP OF FOUNDATION TO BE A MINIMUM OF EIGHT(8) INCHES ABOVE 774E FINAL EXTERIOR GRADE.
0 0 0 0 0 c ANNUAL RYEGRASS 100%
0 0 0°moo`b0 310.0 PROPOSED SPOT GRADE APPLY 1 LB./1000 S.F. USE GARAGE FLOOR ELEVA77ON TO SET GRADE OF THE HOUSE. ADJUST OTHER FLOOR ELEVA77ONS
o,bo o o GRADE TO GRAIN BASED ON THE ARCH17ECTURAL PLANS
PLAN 4" MINIMUM CONN. SURFACE WATER IS TO BE DIRECTED AWAY FROM THE HOUSE AND GARAGE 11. PRIOR TO STAR77NG CONS7RUC770N, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL
DOT 2' STONE REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO C0NS7RUC770N OR FABRICA77ON SHALL
Iy PROPOSED WATER SERVICE BEGIN UN77L THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER
c�c�c�tp�•_ FILTER FABRIC
FD PROPOSED 670 F0077NG DRAIN LINE DOCUMENTS BY ALL OF 774E PERMIT17NG AUTHORITIES.
WIDTH= 10' MIN.
cv CHECK VALVE IS REQUIRED ON F0077NG DRAIN LINE AT HOUSE
NOTES:
SECTION G--- PROPOSED GAS SERVICE TO CONNECT TO EXIST. IN S7REET 1. THE PURPOSE OF A STABILIZED CONSTRUCTION ENTRANCE IS TO REDUCE T PROPOSED TELEPHONE SERVICE TO CONNECT TO EXIST. IN STREET THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS
THE TRACKING OR FLOWAGE OR SEDIMENT ONTO EXISTING PAVEMENT. E PROPOSED ELECTRIC SERVICE TO CONNECT TO EXIST. IN STREET 20-300b-1 THROUGH 2O-300b-20 OF THE REGULATIONS OF CONNEC77CUT
2. BEFORE CONSTRUCTION ENTRANCE INSTALLATION, THE AREA OF THE STATE AGENCIES- "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN 774E
ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER - M/RAF/ FABRIC FENCE - TO BE PLACED PRIOR TO ANY CONSTRUCTION AND STA7F OF CONNEC77CU7°' AS ENDORSED BY 774E CONNECT/CUT ASSOC/A 77ON
UNDESIRABLE MATERIAL SHALL REMAIN /N PLACE UN77L DISTURBED AREA /S STAB/_/ZED OF LAND SURVEYORS, INC.. /T /S A LIMITED PROPERTY/BOUNDARY SURVEY
3. THE ENTRANCE SHOULD BE MAINTAINED IN A CONDITION WHICH WILL BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY
PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO EXISTING PAVEMENT.
THIS WILL REQUIRE PERIODIC TOP DRESSING PATH ADDITIONAL STONE OR CLASS A-2 AND INTENDED TO BE USED FOR AN IMPROVEMENT LOCA77ON SURVEY.
ADDITIONAL LENGTH AS CONDITIONS REQUIRE.
GRAPHIC SCALE , e t►j0����� TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS
40 0 40 So ++ FCONNi,EL!N„� '+*taOF PREPARED FOR MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
AL
.••�:y° ��=G�'% _ '� �° MANNARINO BUILDERS, INC.
v , - L.S. NO. 9344
( IN FEET ) '� , '� �'*' IMPROVEMENT LOCATION SURVEY
THE LOCATIONS OF UNDERGROUND UTILITIES ARE e No. 9344 �: �. 4 Cl VIL ENGINEERS
:AQo_:�/DENSE,• '���+,,+ o•. c 41 '0 0+'' WINDSOR, CONNECTICUT
APPROXIMATE AND ALL UTILITIES MAY NOT BE ,° '. + DZEN TREE FARM
SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR •�O�SS�ONAL + s u R��pd++
SHALL CALL 1-800•-92 � WILSON M.ALFORD,JR.,P.E.&L.S.
2-4455 AND HAVE THE LOT 62 -
UTIL!TIES MARKED ON THE GROUND. DATE REVISION NOT VALID WITHOUT A LIVE SIGNATURE .ND EMBOSSED SEAL 217 FRAZER FIR ROAD SOUTH WINDSOR, CONNECTICUT SCALE: 1 IN. = 40 FT. DATE: APRIL 22, 2013
D:M0806OPP-62 P:M06024 FOLDER:MANNARINO FILE:MANNARINO-DZEN
E ( � �
NT
> N o�
W -
N �ag
W }' I--z
f1' °z
w
C?
�9sF OPEN SPACE "E"
>A `% + 278.5 TO BE DEEDED TO THE TOWN OF `. WETLANDS 1 w^
z y SOUTH WINDSOR �6' POND 1 ' / Mm�
% + 276.7
9 272.3 N7928"0"W
W - `� - - 276.1``F• + -I- ROOF LEADER & FOOTING DRAIN c� N
275.4 LINES DISCHARGE AT 273.1 ` 75.06 I
/ +'+ 272.4 O
•,�' i S0521'03"W 524.91 1_` 274.4 \ 272.2
. 'I 10' SIDE YARD 27+6 J 277.8 -277.7+ MARSH AREA STONE
' T `` `
+ - _
279.3 �' `}- ----- - 27g_ + 275.4 \BOTTOM= 272.2 272. _ I 20' WIDE STREET TREE EASEMENT
277.9 `{ + 75. 5
THERE IS A SUMP PUMP �� R\-FD + 272 2 - / I / ; �- IN FAVOR OF THE TOWN OF SOUTH WINDSOR
' '�__ ; FOR THE FOOTING DRAIN GM 279.3 277.1 `\ 274.5 ` "'274___ - 272.2 273.8
_ ' -l 10' WIDE C.L.& P. CO. EASEMENT
280 ____�� 279.2 g1• ;, 1 279.74 _ 283' µj_�.-- - 274.5 1 AND 10 WIDE YANKEE GAS EASEMENT
I HATCHWAY w COVERED `--_--,- _ _ _ - "'Q
/ 7 OH STOOP -;W -----G - � _
4 WIDE CONCRETE WALK
N + 278.4 2.. 0. X25. -279�0 S JQ�P� �c;,,
z.o' x - 276.27 CO _ _ 1 1� ,
c N r cn _ 275.0 cT , -�
d I. 62 279.3 Z o 5.5' S CO + 76.67 G - -W % END WALL #1
N¢ 1 ■ 278.5 DECK 14' 279.9 278.1 TETVA\ •.� _ _ FL=270.66 I .:/'' 2a5.29 g 1 i
w i r0 /' 1 _`� 27 ``OQ -2751
� �' _ -'WM I u0
I N W BRICK PAVER ~j O'S� 6,s -1 d
TAI
w i' ,' 177.3' 5.0' �v ) WALK ti��1 ) + 276.8 OF Y R \ ?76 82 S - - / I "'_ ' ; ; ' ;
N Flo tit 276.9 �� 1 ,
I SANITARY SEWER LATERAL
o H- ` 277.� ' / FROM HOUSE TO MAIN LINE
w 50.6' + 279.74 BITUMINOUS CONCRETE 7S r S > 1 1
{ 279.5 279.88 u9 DRIVEWAY N S76' \ FTC\ 27S'S5coo 27 .07 1 ; 320= 6"' ® 2.19
` + 278.4 ?3
I I EM 2'x6' R' 278.8 + Ol F ,�\ `` 27S•83
+ 278.3 277,g I ^ ` SANITARY SEWER LATERAL AT MAIN LINE
I I( I m ANT gIT.DR�Ewpy 276.5 ' - %2V4.9 N FL= 267.2-+
278.66 + \1
279.12 r '
3 J 80' UPLAND RENEW AREA 279.04 275. T E -I ------
�- T,E.N `� '-'' " TV iD m
+ 278.6 / N0155'45 E N INS i v F -
I o + 278.2 277.6 0.00' I w I��1 Ty
1 / 6 R=275.00' N 1 o --
z L=41.29'
1
00
Delta=083606, " 1 I �x
/ + 278.4
o� 60• 4 - --278 m 278.4
I _- --------- ---- /+
Z / _a8z ------ + 278.6/
1 l
NOTES -
0 c_ -- --_ _ _ 1. AREA OF LOT 62 = 80,793 SQ.FT. = 1.855 ACRES
0 2 ''-�
t i 2. ZONE OF SUBJECT PARCEL IS RR OPEN SPACE".
`--"---- /__ MINIMUM YARD REQUIREMENTS.-
------------------------
---
N _"-- --------ZSZ------ - - - _
40 FEET
SIDE FRONT 10 FEET
tjo 4� REAR 20 FEET
-- '------- ----
1` I -----------_ =
N -'-- --- ---' --- 7" J. BOUNDARY INFORMATION TAKEN FROM PLANS EN777LED -
-
z Z c, "DZEN 7REE FARM SUBDIVISION PLAN PREPARED FOR MANNARINO BUILDERS, INC. MASKEL ROAD AND
BARBER HILL ROAD SOUTH WINDSOR, CONNEC77CUT SCALE" 1 IN.= 40 FT. DATE. AUGUST 29, 2007
'- __ __ ---------
v N0344 -` 98Z \ REWS10N DATES TO 6-17-08 SHEETS Sl, S2, S3, S4 AND S5 ALFORD ASSOCIATES, INC. CIVIL
_ 59 ---
ENGII�ERS WINDSOR, CONNEC77CUT"
106.91 4• Apa/.ICANT MAP PREPARED Rv,I _ MANNARINO BUILDERS, INC. ALFORD ASSOCIATES, INC.- --------------- _ C/oROBERT MANNAR/NO 200 PIGEON HILL ROAD
-
400 CHAPEL ROAD, SU17E 3-F P.O. BOX 484
58 �•, SOUTH WINDSOR, CONNE077CUT 06074 WINDSOR, CONNEC77CUT 06095
TEL. # (860) 289-7055 TEL. # (860) 688-7288
oo. 5. ELEVA77ONS ARE BASED ON NGVD29.
6. NO ZONING WOLA77ONS WITH RESPECT TO LOCA77ON OF THE EXISTING FOUNDARON, AS SHOWN.
7. EXIS77NG HOUSE -
GARAGE FLOOR ELEVA77ON = 279.97
FINISHED FLOOR ELEVA77ON = 282.26
BASEMENT FLOOR ELEVATION = 212.1-5
8. LEGEND -
3fp EXIS77NG CONTOUR
x 310.0 EXIS77NG SPOT GRADE
W WATER SERVICE
FD F0077NG DRAIN LINE
RL ROOF LEADER LINE
G GAS SERVICE
T,E,TV TELEPHONE, ELECTRIC AND CABLE TV SERVICES
S 610 SANITARY SEWER LATERAL
GM • GAS METER TRANS TRANSFORMER ON CONCRETE PAD
GV TV ❑ CABLE TV BOX
m GAS GATE- (9) ELECTRIC MAN HOLE
EM • ELECTRIC METER T 0 TELEPHONE TUBE
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SEC77ONS WV
20-300b-1 THROUGH 2O-300b-20 OF THE REGULA77ONS OF CONNEC77CUT WATER GATE
STATE AGENCIES- "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE
STATE OF CONNE077CUT" AS ENDORSED BY THE CONNEC77CUT ASSOCIATION WM O WATER METER
OF LAND SURVEYORS, INC.. IT IS A LIMI7ED PROPERTY/BOUNDARY SURVEY co 0 SANITARY SEEWER CLEANOUT
BASED ON A DEPENDENT RESURVEY CONFGRMING TO HORIZONTAL ACCURACY
CLASS A-2 AND INTENDED TO BE USED FOR AN IMPROVEMENT LOCA77ON SURVEY.
GRAPHIC SCALE �,,,���� ►ii►rrii����. TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS
40 0 40 80 0d►�F CONNFcTso� '�4►�!�F�CONNM_-_. PREPARED FOR MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
� CF;.•'M. Alp' A0�9 ,44P�.'' M ALp0_AOG•��
°��G� � � MANNARINO BUILDERS, INC.
( IN FEET )
L.S. N0. 9344
THE LOCATIONS OF UNDERGROUND UTILITIES ARE = No. 9� 34 IMPROVEMENT LOCATION SURVEY Cll/lL ENGINEERS
°P-':�/C SP•''`��`�� �•.,� I-G_ 'o�J��' WINDSOR, CONNECTICUT
APPROXIMATE AND ALL UTILITIES MAY NOT BE 0; . EN,,,. �a •� q y •� DZEN TREE FARM
".i;SS/ONA� ECG►►►' .;,P*"O,S U RN ►►►►► •
SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR f0-11-13 ADDED AS-BUILT HOUSE, GRADES AND U77LI77ES '��. ,,ur�''' '''••'��""'` LOT 62 - • WILSON M.ALFORD,JR.,P.E.&L.S.
SHALL CALL 1-800-922-4455 AND HAVE THE DATE REVISION 217 FRAZER FIR ROAD SOUTH WINDSOR, CONNECTICUT
UTILITIES MARKED ON THE GROUND. NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL SCALE: 1 IN. = 40 FT. DATE: APRIL 22, 2013
D:M0806OPP-62 P:MO6024 FOLDER:MANNARINO FILE:MANNARINO-DZEN
arm r f
c3Ci °i 5 M3
soli-TVA ONDSOP,
ENG NEB ING OF-PT.
�9SF OPEN SPACE 'E" ,
cn j �, ♦`♦ + 278.5 TO BE DEEDED TO THE TOWN OF ?� ; I `. WETLANDS I I rn
o q SOUTH WINDSOR ' ` ' I/ + 277.4
POND a.' co i ,
+ 276.7 N
9 1272.3 N7928'10"W 'n ' moN 1r
W ' ♦ - 276.1 `+` + + ROOF LEADER & FOOTING DRAIN ` N N Uo I tI
W - -��_�-- 2731 LINES DISCHARGE AT 273.1 75.06
I s cv 275.4 f
1 272.4 W O
S0521'03"W 524.91 �_ 274.4 `, 272.2
I ;
. ; 10' SIDE YARD 2 F8.6, 77.E -277.7E �� MARSH AREA STONE
7
279.3 -f------------- - - BOTTOM= 272.2 272.2
277 9 co ''2j6_ + 275.4 + +� , 175 5 ; 20' WIDE STREET TREE EASEMENT
THERE IS A SUMP PUMP r�i 279 3 R-Fp + + 272 2 / I 7 ; r- IN FAVOR OF THE TOWN OF SOUTH WINDSOR
I � ; FOR THE FOOTING DRAIN GM _ 277.1 274.5 -27�_ - + e� r'. . ' I V , ,272.2i __---�; _ - - 273'810' WIDE C.L.& P. CO. EASEMENT
`-280-----_ 279.2 G + T t i ,
283' _ - 274,5 - -- _ ' I , AND 10' WIDE YANKEE GAS EASEMENT
/ ' N 1279.74 I---�- _ ;__'-- ----W= q .. 1
�I I HATCHWAY ON COVERED - , •76.1 274.1 �P 1 cJ I I
V, + 278.4 0'� Z•5' STOOP 279.0 ;W---` ---G- __�� Q�PP� 4' WIDE CONCRETE WALK
_ r
Ott
2.0 x - S 276.27
/ I 62 D N `5.5' S CO +', 76.67 C° - __ 275.0 i� j T
r 279.3 Z o _ - _W END WALL #1 1 _'
Z 278.5 j4� T 1 Z v, 278.1, FL=270.66 I I w i
DECK r ' 279.9 \rE.rv` .� `�_� _ WM 2a5.29
_ i
, o'+ 11 �_. 6.5' � - _275.1� _ act ,
F A N IN�O BRICK PAVER � "56 /' 72'\S/O�-
�' I ' r 5.0' wp m WALK
w� 177.3 ti1 1 �+ 276.8
` 276.9 2 S ; ; ' ` SANITARY SEWER LATERAL
6' 277. � FROM HOUSE TO MAIN LINE
c.! 50. + 279.74 I ,
"IQ BITUMINOUS CONCRETE �SS� r4-T 27S S ; ' ; 320'- 6"' ® 219+ 278 4 + 278.3 279 EM 2'x6' 279 88 Q. 278.8 + DRIVEWAY N?> 3o6 \_\ 27583127P 07 I` ,� SANITARY SEWER LATERAL AT MAIN LINE
I.,
`
� VENT $IT• CON WAY 277.8 �� `
in ORIVE 276.5 ' ' \2➢4.9 N ; FL= 267.2t
' l o 278.66 ;
N I �.
279.12 + I ' _
` •z 80' UPLAND REVIEW AREA 279.04 275. T E �I ' `_"
`��' � TV
"-�
+ 278.6 / ,'' ' NOi 3545"E J' {N �N� v "
r + 278.2
1 ' 277.6
61 N W , I N
' O R=275.00'
Co
I
L=41.29' -
l r5 c"'n � '' --------, Delta=0836'06"
+ 278.4 /� 277.7
` �
•a. `�_ I o / `166� o� ----278 '" ` ' +
278.4
Z--
60
--- ---- _ _______ - ------ NOTES -
o �p / - --- --_ 1. AREA OF LOT 62 = 80,793 SQ.FT. = 1.855 ACRES.
m c- Z 2. ZONE OF SUBJECT PARCEL IS RR OPEN SPACE"
Z I -'"-------_-_ MINIMUM YARD REQUIREMENTS-
/
-------------Z8Z--------
`- FRONT = 40 FEET
SIDE = 10 FEET
a -�- / ------- ------------- ♦ REAR = 20 FEET
N r --------- - 3 -
BOUNDARY INFORMATION TAKEN FROM PLANS EN777LED
= Z DZEN TREE FARM SUBDIVISION PLAN PREPARED FOR MANNARINO BUILDERS, INC. MASKEL ROAD AND
991-------- - BARBER HILL ROAD SOUTH WINDSOR, CONNEC77CUT SCALE" 1 IN.= 40 FT. DA TE. AUGUST 29, 2007
REVISION DATES TO 6-17-08 SHEETS Sl, S2, S3, S4 AND S5 ALFORD ASSOCIATES, INC. CIVIL
- -------- -- ------------ 59
---- - - - ----
oENGI�cERS WINDSOR, CONNECT7CUT"
106.91 _ ` -- 4. APPIlC4:NT.• MAP PRF-P�.REI, RY,
I _-- -- _----------- -- ---- -,�aZ_ MANNARiNO BUILDERS, INC. ALFORD ASSOC,AItS, iNC.
C/o ROBERT MANNARINO 200 PIGEON HILL ROAD
58 400 CHAPEL ROAD, SUITE 3-F P.O. BOX 484
SOUTH WINDSOR, CONNEC77CUT 05074 WINDSOR, CONNEC77CUT 06095
TEL. # (860) 289-7055 TEL. ,¢� (860) 688-7288
�_- 06, 5. ELEVATIONS ARE BASED ON NGVD29,
6. NO ZONING WOLA77ONS WITH RESPECT TO LOCA77ON OF 77-IE EXIS77NG FOUNDATION, AS SHOWN.
7. EXISTING HOUSE -
GARAGE FLOOR ELEVA77ON = 279.97
FINISHED FLOOR ELEVA77ON = 282.26
BASEMENT FLOOR ELEVA77ON = 272.75
8. LEGEND -
EXIS77NG CONTOUR
x 310.0 EXIS77NG SPOT GRADE
{ii WATER SERVICE
FD F0077NG DRAIN LINE
RL ROOF LEADER LINE
G GAS SERVICE
T,E,TV TELEPHONE, ELECTRIC AND CABLE TV SERVICES
s 6"0 SANITARY SEWER LATERAL
GM • GAS METER TRANS TRANSFORMER ON CONCRETE PAD
GV TV ❑ CABLE TV BOX
x GAS GATE Q ELECTRIC MAN HOLE
EM • ELECTRIC METER T 0 TELEPHONE TUBE
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECT70NS WV
20-300b-1 THROUGH 2O-300b-20 OF tel: REGULA77ONS OF CONNECT7CUT m WATER GATE
STATE AGENCIES- "MINIMUM STANDS FOR SURVEYS AND MAPS IN THE
STATE OF CONNEC77CUT" AS ENDORSED BY THE CONNECT7CUT ASSOCIATION WM O WA TER METER
OF LAND SURVEYORS, INC.. IT IS A LIMITED PROPERTY/BOUNDARY SURVEY co 0 SANITARY SEEKER CLEANOUT
BASED ON A DEPENDENT RESURVEY CONFGRMING TO HORIZONTAL ACCURACY
CLASS A-2 AND INTENDED TO BE USED FOR AN IMPROVEMENT LOCATION SURVEY.
GRAPHIC SCALE �����r►rrrrr�� ►►/I�►rriirrr�i TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS
40 0 40 80 'eeO�F C.... �'.a•.• e'4.4 F CON/�ECT/••� PREPARED FOR MAP IS SUBSTANTIALLY CORRECT AS NOTED HERD
s. Oee�P,� M. A L Fo-TIC' •� lee�P� �.��. AL F0 CGS•
�•� 'y° MANNARINO BUILDERS, INC.
( IN FEET ) !,*; ��*? ! ;3 p�*
L.S. N0. 934
*%; IMPROVEMENT LOCATION SURVEY
No. 9 ;• s Cl AIL ENGINEERS
THE LOCATIONS OF UNDERGROUND UTILITIES ARE :�pF CENSE�•'�`���� :� (q-&�#34
l.G6K5E�.'��Je WINDSOR, CONNECTICU
APPROXIMATE AND ALL UTILITIES MAY NOT BE '-�!, . � � DZEN TREE FARAY
•
SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR 10-11-i3 ADDED AS-BUILT HOUSE, SS/ONAL E� ►•" *•,;0.3 U RN ►►•
GRADES AND U77L177ES ���s�rriuU►�►►► ���rrirrarp►►►► LOT 62 - � WILSON M.ALFORD,JR.,P.E.&L.S.
SHALL CALL 1-800-922-4455 AND HAVE THE ,:
UTILITIES MARKED ON THE GROUND. DATE REVISION NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL 217 FRAZER FIR ROAD SOUTH WINDSOR, CONNECTICUT SCALE: 1 IN. = 40 FT. DATE: APRIL 22, 2013
D:M0806OPP-62 P:M06024 FOLDER:MANNARINO FILE:MANNARINO-DZ
201300147 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER CERTIFICATE OF OCCUPANCY
DATE: 10/30/2013
GIS ID:34430217 FEE: 10.00
MUNIS APPLICATION# 201300672 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: MANNARINO BUILDERS INC ADDRESS: 217 FRAZER FIR ROAD
ADDRESS: 400 CHAPEL ROAD OWNER: MANNARINO BUILDERS INC
UNIT 3F ;r" .` .400 CHAPEL ROAD
SOUTH WINDSOR,CT 06074 UNIT 3F
DESCRIPTION OF WORK: NEW HOME.
SPECIAL CONDITIONS:
ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT.
CONSTRUCTION TYPE:
OCCUPANCY GROUP: w BUILDING OFFICIAL
10/30/2013 3:25 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE
13000237 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER ��..` `g;� ,.{ BUILDING PERMIT
DATE: 05/21/2013
GIS ID:34430217 - FEE: 3775.00
MUNIS APPLICATION# 201300672 ;'' BUILDING DESCRIPTION:
APPLICAN r>LOCATION
NAME: MANNARINO BUILDERS INC ,,---" ADDRESS:'� =217 FRAZER FIR ROAD
ADDRESS: 400 CHAPEL ROAD r OWNER: 'MANNARINO BUILDERS INC
UNIT 3F �,; 400 CHAPEL ROAD
SOUTH WINDSOR,CT06074, ,-,UNI13F
DESCRIPTION OF WORK: NEW HOME.,
SPECIAL CONDITIONS: `*ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT.
CONSTRUCTION TYPE:
OCCUPANCY GROUP: BUILDING OFFICIAL
5n 1/201312:53 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE
1300311 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER HVAC PERMIT
DATE: 08/01/2013
GIS ID: 34430217
, FEE: 240.00
., :.a.
MUNIS APPLICATION# 201300672 „�`a1- � ^ Hpy� " BUILDING DESCRIPTION:
APPLICANT ; LOCATION
NAME: ADVANCED HEATING&A/C a- 9 F-ADDRESS. 217-FRAZER FIR ROAD
ADDRESS: 701 NUTMEG ROAD NORTH ",,';`OW NER'. r,-MANNARINO BUILDERS INC
SOUTH WINDSOR, :06074 ,t'�,. _ `�-� " s 400 CHAPEL ROAD
UNIT3F
DESCRIPTION OF WORK: NEVI HOME ,'
�S
SPECIAL CONDITIONS:
ALL WORK TO BE DONE IN ACCORDANCE"WIT THEE; PLIOATION'AND`P ANS,;A PROVED BY THE BUILDING DEPARTMENT.
4.
CONSTRUCTION TYPE: p'""Y "
occuPANcv GROUP: BUILDING OFFICIAL
8/1/2013 11:13 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE
1300363 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER ELECTRICAL PERMIT
DATE: 08/19/2013
GIS ID: 34430217 _ FEE: 135.00
MUNIS APPLICATION# 201300672 BUILDING DESCRIPTION:
APPLICANT' ti,. LOCATION
NAME: T&H ELECTRIC INC; _ ADDRESS: 217-FRAZER FIR ROAD
ADDRESS: 570 FOSTER STREETS OWNER: .--MANNARINO BUILDERS INC
SOUTH WINDSOR,CT,06074 _ r'400 CHAPEL ROAD
r +`� fJNIT-3F
ar�d
DESCRIPTION OF WORK: NEW HOME: ,f s r`
WIRING NEW SINGLE FAMILY HOME.
SPECIAL CONDITIONS: Yf
ALL WORK TO BE DONE IN ACCORDANCE WITH"THEj"APPLICATION'AND PLANS,APPROVED BY THE BUILDING DEPARTMENT.
i ♦t.
CONSTRUCTION TYPE:
OCCUPANCY GROUP: BUILDING OFFICIAL
8/19/2013 12:50 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE
1300355 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER PLUMBING PERMIT
DATE: 08/22/2013 ,.
GIS ID: 34430217 ass FEE: 120.00
MUNIS APPLICATION # 201300672 V BUILDING DESCRIPTION:
APPLICANT , -LOCATION
NAME: IMPERIAL PLUMBING CO.,INC.We#' R ADDRESS: 217 FRAZER FIR ROAD
ADDRESS: 648 SULLIVAN AVENUE At!ra OWNER: MANNARINO BUILDERS INC
P.O. BOX 875 400 CHAPEL ROAD
SOUTH WINDSOR,CT 06074 = �` UNIT 3F
DESCRIPTION OF WORK: NEW HOME. , tc,
DRAINS, VENTS, WATER AND GAS PIPING, FIXTURE INSTALLATIONS.
SPECIAL CONDITIONS:
ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT.
CONSTRUCTION TYPE:
OCCUPANCY GROUP: BUILDING OFFICIAL
8/22/2013 1 1:29 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE