HomeMy WebLinkAbout18 GEDRIM PL SITE COMPUANCE CHECKLIST
TOWN OF SOUTH WMbSOk CONNECRCUT
*****.0UI-LDING PERMIT***#*
ADDRESS LO?/UNIT#_Reviewed by (Engi�ng)
CONTACWEV Date Reviewed t 1 p enied
a
PHt Reviewed by t 13 (Pianning)y
Date Submitted 1 Date ewe enied.p
Reviewed by (Health Dept)
Date Reviewed_Mproved/Denied
Ih accordance with the Zoning and/or Subdivision Regulations,prior to the building of any strudure 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/appocant
t� 2. Nam4 address&phone number of plan
preparer-
3. Zoning InfomWon—Le.zone,open space,
floodway,street address
4. Plot Plan at 1'3W scale
a, Subdivision reference;abutting properties,,etc
b. Easements of record
-- C. Lot description,bearings,building lines,
distances,area,etc
f d. Contours,.e*bv&proposed,1 Or 21L interval
where appropriate- '
e. Building IocaVon with dimensions.Elevations of
proposed finish floor,garage floor¢eriine
of mad at driveway
f. Elevations of gravity drainage systems,sanitary
r &f+undation drain at the house and the street
g. Tentative utility location(gas,water,electriq
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.&LS.)
S. ' Sedmientation and erosion control
C... Special Planning&Zoning,Inland/Wetlands
considerations(Plans ion file w/Town aerk)
COMMENTS:
s/engineering rnolloy/buildmg compfance checklist
3/21/22, 10:56 AM
r
Town of South Windsor Building Department
tia,OR C�:
Building Permit: BLDP-21-861
APPLICANT
NAME: Richard Mannarino
EMAIL ADDRESS: rick@mannarinobuilders.com
ADDRESS: 400 chapel road
south windsor,, connecticut 06074
LOCATION
ADDRESS: 18 GEDRIM PL
South Windsor CT6074
OWNER: Mannarino Builders Inc
400 Chapel Road Unit 3F
South Windsor Connecticut 06074
DESCRIPTION OF WORK:
4 1/2 bath,4 bedroom residential home with 3 car garage and finished basement.
4'tL�/ w &A—/
November 15, 2021
BUILDING OFFICIAL DATE SIGNED
—ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT—
PERMIT ONLY VALID IF SIGNED BY BUILDING OFFICIAL—
1/1
C ~ ��� �1C7�C ice/.•
1540 SULLIVAN AVENUE+SOUTH Wf(VDSORI ;CT- 06014.
a.���6 TELEPHONC-($Sp).G442a11.
Am ACT CONCERNING CONCRETE FOUNDATIONS:
Scotus 1(Yublk Act No.16-45)(MW)Mffwdvie October 1,2016)Prior to the bwanm of a Cabficate of
Occ 4moy for a new rescdmtial or comm=wl bmlctg for which a ca=do AxmdoAm was iastaiW on Or alter
Oct cba 1,201C d=applkat"R Provide the BuUftg Official with writtm do-ow n eatadon of the name of the
individual or enW that supplied tine coo and the mtnme of the individual or entuy that installed the cow
oatatiaa s6Rba ma W due d in the rem&of the oT=of the Bw1ft Offow for Mt10U
Please IM the information in and x0raft to the Building Department:
Daft of information received/filed: 11/5/2021
Project location: 18 gedrim place, south wndsor, ct
Job description: new residential home
CONCRETE SY3PPLIlCONCRETE INSTALLER
Name: Enfield Transit Name_ SOUTH END CONCRETE
(Please Print) (Please print)
84 Broadbrook Rd Address:- 390 S END RD, PLANTSVILLE,
Address: Enfield CTCT 06479
Phone/Contact: 860-749-0849 Phone Contact 8609195557
Agff&CWT/C0M!EtACT0R Informatton:
Name:
Mannarino Builders Inc
(Please Print)
Address: 400 Chapel Road, South _ PhonelContaet: 860-289-7055
Windsor, CT E„giafi: rick@mannarinobuidlers.com
ly signed by Richard 1 0/5/202 1
SignatIIre: Richard Mannarir �i� Date:
2021.10 05 13'02*00-04'00'
8/31/22,9:31 AM
pM� f
Town of South Windsor Building Department
y4 ��
SOR CO`c
Building Permit: BLDP-21-861
APPLICANT
NAME: Richard Mannarino
EMAIL ADDRESS: rick@mannarinobuilders.com
ADDRESS: 400 chapel road
south windsor , connecticut 06074
LOCATION
ADDRESS: 18 GEDRIM PL
South Windsor CT6074
OWNER: Mannarino Builders Inc
400 Chapel Road Unit 3F
South Windsor Connecticut 06074
DESCRIPTION OF WORK:
4 1/2 bath,4 bedroom residential home with 3 car garage and finished basement.
i I
November 15, 2021
BUILDING OFFICIAL DATE SIGNED
—ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT—
PERMIT ONLY VALID IF SIGNED BY BUILDING OFFICIAL—
1/1
Town of South Windsor
Swimming Pool Sign-Off Requirements
General Information
Setbacks: All pools and associated equipment are required to be a
minimum of 25 feet from the rear property line. Other setback
requirements are based on the zone in which the property is located (see
Table 3.1.2A of the South Windsor Zoning Regulations)
Above Ground Pools:
o A survey must be submitted showing the pool in conformance with
setbacks. An existing survey can be used provided staff can
determine compliance with established setbacks; and
o Any proposed regrading must be shown on the survey.
In-Ground Pools:
Building permit requirements:
o A plot plan with an A-2 certification of the pool location;
o A T-2 topographic survey with existing and proposed surfaces
beyond the area of disturbance area sufficient to determine the
effects on drainage to abutting properties;
o all utilities including septic tanks and reserve areas;
o any/all easements;
o erosion control measures and silt fencing;
o fence location;
Certificate of use requirements:
o An As-Built, including all elements of the pool, including spot grades,
for staff review and approval
Note: A $1 ,000 bond may be required to ensure that the site is stable from
erosion and turf is reestablished.
Source: Established procedures for sign-offs of Zoning Permits and Zoning
Compliance are found in Article 9.1.1 C of the Zoning Regulations.
Effective 7/1/19; revised 2/19/21
SEPTIC SYSTEM INSTALLATION NOTES: 5. THE PROPOSED SEWER PIPE FROM THE BUILDING TO THE SEPTIC 9. ALL EXISTING UTILITIES ARE APPROXIMATE ONLY. THE CONTRACTOR 14. SITE PREPARATION PROCEDURE FOR THE INSTALLATION OF EACH z I-LL o DO NOT HEAVILY PRUNE THE TREE AT PLANTING. > �� O I I E
TANK SHALL BE PVC SCHEDULE 40, ASTM D 1785 OR ASTM D 2665 SHALL VERIFY ALL UTILITY LOCATIONS AND ELEVATIONS PRIOR TO ANY PROPOSED SEPTIC SYSTEM: PRUNE ONLY CROSSOVER LIMBS,co-DOMINANT
OR APPROVED EQUIVALENT LISTED IN TABLE NO. 2 OF THE CONSTRUCTION. CONTRACTOR SHALL CONTACT 1500 GALLON LEADERS,AND BROKEN OR DEAD BRANCHES. N ox �LON
1. INFILTRATOR WATER TECHNOLOGIES QUICK4 PLUS STANDARD CHAMBER SOME INTERIOR TWIGS AND LATERAL BRANCHES p LO LO N
SOME
STANDARDS FOR SUBSURFACE SEWAGE DISPOSAL "CALL-BEFORE-YOU-DIG" AT 1-800-922-4455 AT LEAST 48 HOURS A. SECURE THE PERMIT TO CONSTRUCT FROM THE LOCAL HEALTH MAY BE PRUNED;HOWEVER,DO NOT REMOVE � �u m I- o
SHOWN FOR ILLUSTRATIVE AND DESIGN PURPOSES. CONTRACTOR REGULAR THE TERMINAL BUDS OF BRANCHES THAT s oLLc u r I
SHALL USE THIS PRODUCT OR APPROVED EQUIVALENT. APPROVAL IS
SYSTEMS". ALL OTHER EFFLUENT DISTRIBUTION SEWER PIPE FOR THIS PRIOR TO ANY EXCAVATION. DEPARTMENT. PERMIT MUST BE OBTAINED BY A LICENSED SEPTIC EXTEND TO THE EDGE OF THE CROWN. °O LL O a,6, N w
SEPTIC SYSTEM SHALL BE PVC ASTM D 3034, SDR 35 WITH RUBBER INSTALLER. SEPTIC TANK �° 3 N N (n '
TO BE GRANTED BY THE DESIGN ENGINEER AND THE TOWN OF SOUTH STAKE TREES ONLY UPON THE APPROVAL Q N � o cc
COMPRESSION GASKET OR BELL AND SPIGOT WITH NO GASKETS OR 10. NO DEVIATION FROM THE APPROVED DESIGN PLAN SHALL BE ALLOWED B. STRIP ALL TOPSOIL, VEGETATION AND ORGANIC MATERIAL IN THE OF THE LANDSCAPE ARCHITECT cv o L 0 w
WINDSOR HEALTH DEPARTMENT. TANK DESIGN SPECIFICATION SEE STAKNGDETAIL. I z co 00 Iw-
APPROVED EQUIVALENT LISTED IN TABLE NO. 2-A OF THE "TECHNICAL WITHOUT PRIOR WRITTEN APPROVAL FROM THE DESIGN ENGINEER AND AREA OF AND 5' SURROUNDING THE PRIMARY LEACHING SYSTEM CONFORMS TO LATEST: u In=
STANDARDS FOR SUBSURFACE SEWAGE DISPOSAL SYSTEMS". THE TOWN OF SOUTH WINDSOR DEPARTMENT OF HEALTH. AND REPLACE WITH SELECT FILL. ASTM DESIGNATION C1227 WRAP TREE TRUNKS ONLY UPON THE C = z 0
2. THE CONTRACTOR SHALL REFER TO THE QUICK4 PLUS STANDARD APPROVAL OF THE LANDSCAPE ARCHITECT. m C e
MANUFACTURING INSTRUCTIONS FOR INSTALLATION PROCEDURES. C. COORDINATE WITH THE SOUTH WINDSOR HEALTH DEPARTMENT FOR NOTES: SEE WRAPPING DETAIL. 33
5. THE CONTRACTOR SHALL TAKE PRECAUTIONS DURING THE INSTALLATION 11. THE SEPTIC TANK SHALL BE PRECAST CONCRETE DESIGNED WITH TWO TIMELY INSPECTION AS THEY REQUIRE. 1, JOINT SEALANT IS BUTYL RUBBER o (A 3 w
OF THE SUB-SURFACE SEWAGE SYSTEM TO PROTECT THE EXCAVATED (2) ACCESS MANHOLES TO GRADE. D. INSTALL SEPTIC SYSTEM PER PLAN USING APPROVED INSTALLATION MASTIC TYPE SEAL THAT CONFORMS N IL3. AVOID DIRECT CONTACT WITH CHAMBERS WHEN USING CONSTRUCTION TO LATEST AASHTO SPECIFICATION �v
EQUIPMENT. ONLY DRIVE ACROSS THE TRENCHES WHEN NECESSARY. AREAS FROM COLLECTING SEDIMENT DISCHARGES FROM THE SITE. METHODS, SPECIFIED IN THE "TECHNICAL STANDARDS FOR M-198. MEETS FEDERAL o w y
- MARK THE NORTH SIDE OF THE TREE �w
12. THE NON-WOVEN FILTER FABRIC PLACED ABOVE THE LEACHING SUBSURFACE SEWAGE DISPOSAL SYSTEMS". STONE SHALL BE CT DOT SPECIFICATION SS-S-0021(210-A . 1I/ w
NEVER DRIVE DOWN THE LENGTH OF THE TRENCHES. TO AVOID J IN THE NURSERY,AND ROTATE TREE z=
ADDITIONAL SOIL COMPACTION NEVER DRIVE HEAVY VEHICLES OVER 6. TWO WELLS WERE IDENTIFIED ON THE PROPERTIES ABUTTING THE SITE. SYSTEMS APPROVED AGGREGATE, SHALL BE AN APPROVED FABRIC NO. 4 OR 6 STONE AND SAND SHALL MEET MINIMUM SELECT FILL r- -----------------i r---------� 2. PIPE INLET AND OUTLET LOCATIONS TO FACE NORTH ATTHE SITE WHEN EACH TREE MUST BE PLANTED SUCH THAT m a
' I ' HAVE POLYLOK II PIPE SEALS, EVER POSSIBLE. THE TRUNK FLARE IS VISIBLE AT THE TOP N z J
NO SEPTIC SYSTEM COMPONENTS ARE TO BE INSTALLED WITHIN THE LISTED IN APPENDIX C OF THE "TECHNICAL STANDARDS FOR GRADATION REQUIREMENTS. CONTACT THE SOUTH WINDSOR HEALTH I w
THE COMPLETED SYSTEM. � � � 3. REINFORCING STEEL DEFORMED OF THE ROOT BALL.TREES WHERE THE TRUNK 0
IDENTIFIED 150' SEPARATION DISTANCE TO THE EXISTING WELLS. SUBSURFACE SEWAGE DISPOSAL SYSTEMS" AND BE INSTALLED IN A DEPARTMENT FOR FINAL INSPECTION PRIOR TO BACKFILLING SYSTEM. SET TOP OF ROOT BALL FLUSH TO FLARE IS NOT VISIBLE SHALL BE REJECTED
I > I I BARS CONFORM TO LATEST ASTM O O(A
MANNER TO BE READILY VISIBLE TO FACILITATE INSPECTION. E. COVER SYSTEM WITH A MINIMUM OF 6" OF LOAM IN LAWN AREAS ' ' ' ' SPECIFICATION A615. GRADE OR25MM-50MM(1'-2") DON'T COVER THE TOP OF THE ROOT BALL c� u,
4. THIS SEPTIC SYSTEM INSTALLATION INCLUDING ALL MATERIALS (PIPING, HIGHER IN SLOWLY DRAINING SOILS. WITH SOIL. O a W
7. THERE SHALL BE NO STUMPS OR BOULDERS BURIED WITHIN 50' GRADE TO PREVENT PONDING AND SEED WITH GRASS TO STABILIZE. V-6 3/4' i i ; OaErnNc 3. REINFORCING STEEL WELDED WIRE `v ■� a z
SEPTIC TANK, STONE, FILL, ETC.) USED FOR THIS SEPTIC SYSTEM I > I 1YPIcnL FABRIC CONFORM TO LATEST ASTM MULCH RING,1800MM(6')DIA.MIN. 100MM(4')HIGH EARTH SAUCER O C w_
DOWN GRADIENT OF THE SEPTIC SYSTEM. 13. THE PROPOSED SEPTIC SYSTEM SHALL BE STAKED OUT BY A THE FINISHED GRADE 10' FROM ANY PART OF THE PROPOSED y I-a
SHALL CONFORM TO THE CURRENT EDITION REVISION OF THE I I I I SPECIFICATION A185. 2400MM(B')DIA.PREFERRED BEYOND EDGE OF ROOT BALL.
/ LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. LEACHING SYSTEM SHALL BE AT LEAST THE SAME ELEVATION AS ' ; I ; 5, CONCRETE COMPRESSIVE m ■� IL
"TECHNICAL STANDARDS FOR SUBSURFACE SEWAGE DISPOSAL I I I STRENGTH- 4D00 PSI AT 28 DAYS. -REMOVEALLTWINE,ROPE,WIREAND Yr
8. SHOULD ANY SIGNIFICANT VARIATIONS FROM THE TEST PIT DATA BE THE TOP OF THE SYSTEM. I I I BURLAP FROM TOP HALF OF ROOT BALL >Z
SYSTEMS" REVISED JANUARY 2018 OF THE CONNECTICUT PUBLIC I I I I 6, METHOD OF MANUFACTURE: WET 50MM z a i�
ENCOUNTERED DURING EXCAVATIONS LEDGE, GROUNDWATER, F. INSTALL ACCESS MANHOLES TO GRADE ABOVE THE INLET BAFFLE L _ ----------------� L---_---_-J (")MULCH.DO REMOVE COMPLETELY IF SYNTHETIC IS USED. u
HEALTH CODE BY THE STATE OF CONNECTICUT DEPARTMENT OF ( CAST. MULCH IN CONTACT WITH TREE TRUNK, V
MOTTLING SOIL TYPE, UNSUITABLE MATERIAL, ETC.), THE SOUTH AND ABOVE THE OUTLET FILTER OF THE SEPTIC TANK AND PIPE 7. SECTIONS ARE MONOLITHIC. MAINTAIN THE MULCH WEED-FREE FOR IF PLANT IS SHIPPED WITH AWIRE O
PUBLIC HEALTH. CLEANOUTS TO GRADE AS INDICATED. TOP VIEW A MIN.OF THREE YEARS AFTER BASKET AROUND ROOT BALL,CUT
WINDSOR HEALTH DEPARTMENT AND THE DESIGN ENGINEER SHALL BE (COVERS AND RISERS REMOVED) WEIGHT CHART PLANTING. THE WIRE BASKET IN FOUR PLACES
NOTIFIED PRIOR TO INSTALLATION OF THE SEPTIC SYSTEM. ]PRODUCT APPROX wE1cHr AND FOLD DOWN 200MM(8')INTO ---
TANK 13400 LBS. TAMP SOIL AROUND ROOT BALL BASE PLANTING HOLE
.
POLYLOK FIRMLY WITH FOOT PRESSURE SO THAT -
INFILTRATOR QUICK4 PLUS STANDARD CHAMBERS ROOT BALL DOESN'T SHIFT PLACE ROOT BALL ON UNEXCAVATED
5" PO-^� OR TAMPED SOIL
TOP VIEW QUICK4 PLUS ALL-IN-ONE 12 END CAP
SEE PLAN FOR INVERTS & ELEVATIONS
^'-':�" -- R
TYPICAL CONCRETE UNITS MULITPLE PLASTIC UNITS INSPECTION PORT STONE AGGREGATE 4.xPA AR NONTINGAFOR EAS,TONSOF 2 i SPACE •O PLANTING AREAS,TYPES OF SOIL
" o.. y �«
(TYP) �� s'OL ' AMENDMENTS,OR SOIL REPLACEMENT, ° Eb °
„ 2"diam. BAFFLE ER
a A O LEt SEE"SOIL IMPROVEMENT DETAILS." a E°w N
MIN. 6 SOIL COVER OVER o o _ o o N m - �- s-w
_ _ o PROPOSED GROUND 6" LOAM AND 5'-6" 6'-3" h X w y v°
APPROXIMATE EXISTING GROUND g
NOTES m
- g o - g O O
(SEE PLAN FOR ELEVATION) N SEED (TYP) P1 AVE ELEV: 300.01 �y�yI
- V-5 3/8 '-2 3/8" 1. NO MULCH WITHIN 3"OF TREE TRUNK
FILTER DESIGNED _ _ - _ _ INSPECTION PORT P2 AVE ELEV: 299.22
`. - z 2. THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 2400 MM t v
TT ; • ' • GALLERY HGT. 0 0 - 0 4"diam. U r' f SO E,OPEN TO THE S ND NOT COVERED 4
� ' � ✓ �. � . 3 3/4" WALL
(8 FT.) UAR KY A BY ANY PAVING OR a ,y
4' MAX I FABRIC GRATING
112SELECT FILL 5': CO PMON FILL TYPICAL o «
i - ) ma
TYP 1 TREE PLANTING DETAIL
y'• APPROVED END VIEW ( ) �- _ �.�»
1' MIN. �- 6 MIN. -I 53„ 6'. * N
�•
AGGREGATE 4 Not to Scale "
: APPROXIMATE -
SIDE VIE
•N 'c 8,
EXISTING GROUND
W - °° -
OR SIDE VIEW I-
P1 AVE ELEV:300.35 a g v o N
1' 4' MIN. 1' 48" 12" P2 AVE ELEV:299.47
(EFFECTIVE LENGTH) o�;°, u'
6' MIN. U M
1 ALL TOPSOIL 5 UP-GRADIENT, 5 UNITED CONCRETE PRODUCTS INC. Z MAX. 6" OF DESIGNED 34" DOWN-GRADIENT, AND BELOW THE APPROXIMATE TOPSOIL 173 CHURCH STREET TEL. 80A 234-3119 FAX. (203) 265-4941
APPROVED GALLERY HGT. PROPOSED LEACHFIELD AREA TO BE LIMIT. VARIES N10" - vi Z O ~
AGGREGATE REPLACED WITH SELECT FILL. NOTES 18" BELOW EXISTING Lu = ~
PRESSURIZED PIPE DRILL YALESVILLE, CT 06492 (203) 269-3119 V
NOTE: I 6' MIN. _I POINTS LOCATIONS RESTRICTIVE LAYER DETERMINED TO GCE' NOTE:
'� C) LO
j' " TRENCH TO BE WRAPPED IN FILTER FABRIC PER SPEC � ¢ � p
(2 PLACES) BE 18 BELOW EXISTING GROUND NATURALLY OCCURRING 1. UNITED CONCRETE PRODUCTS INC. 1,500 GALLON REGULAR SEPTIC TANK DETAIL 5 O p n
1. ILLUSTRATION REFERENCED FROM SECTION VIII.D (PG 38) OF THE "TECHNICAL 18 SURFACE PER TP-102 • LEDGE NOT ENCOUNTERED DURING SOILS TESTING. MATERIAL TO REMAIN SHOWN FOR ILLUSTRATIVE PURPOSES. CONTRACTOR TO USE THIS PRODUCT OR N 1
STANDARDS FOR SUBSURFACE SEWAGE DISPOSAL SYSTEMS" REVISED JANUARY 2018 OBSERVATIONS APPROVED EQUAL. O J a,
OF THE CONNECTICUT PUBLIC HEALTH CODE BY THE STATE OF CONNECTICUT (�) Z LU Z N
DEPARTMENT OF PUBLIC HEALTH. 13 P1 ELEV.: 298.52t - 298.18t LEACHING AREA CROSSECTION A--A 2. IF EVIDENCE OF HIGH GROUNDWATER CONDITIONS EXIST DURING EXCAVATION OF a - I
P2 ELEV.: 297.64t - 297.39t " SEPTIC TANK, CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO INSTALLATION. ¢ ¢ �' p
SCALE: 1 = 4 ADDITIONAL BALLAST MAY BE NECESSARY TO COUNTERACT BUOYANCY FORCES. NOTE:FOR DETAILED REQUIREMENTS Z U = co
MULTIPLE PLASTIC UNIT FOR CONCRETE GALLERY 5.25" INVER �33"� " INVERT 1 .500 GALLON SEPTIC TANK RT EEENTHE MPROVEDSOIL,SEE ¢ p 0
ELA CREDIT 8"SIDE INVERT "TREE PLANTING DETAIL." BACK FILL WITH EXISTING SOIL.
O
(ILLUSTRATION PURPOSES ONLY) SELECT FILL N.T.S. M SANDY LOAM SOILS,ADD
STED
MAX.BY VOLUME COMPOSTED
INFILTRATOR WATER TECHNOLOGIES 1. THE FILL SHALL BE INSTALLED TO EXISTING GROUND ELEVATION. ORGANIC MATERIAL TO THE
N.T.S. QUICK4 PLUS STANDARD CHAMBER DETAIL 2. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN THREE (3) SEPTIC SYSTEM DESIGN LOAMY SOIL EXISTING SOIL. °z o ;
N.T.S. INCHES. _ 5 a U T L E T 0 � � _ � Z W
3. UP TO 45%f OF THE DRY WEIGHT OF THE REPRESENTATIVE SAMPLE MAY LOl 9 1:1SLOPEONSIDES o M H g a g 3
BE RETAINED ON THE #4 SIEVE (THIS IS THE GRAVEL PORTION OF THE PROPOSED USAGE: V-3 1/2" DISTRIBUTION
OF PLANTING HOLE. a o o E o m
SEEDINGNOTES: SAMPLE). 1 1/2"�V-0 1/2"�1 1/2" B O TAMP SOIL AROUND ROOT BALL UNEXCAVATED OR
THE FOLLOWING DEEP TEST PITS WERE 5 BEDROOM SINGLE FAMILY HOUSE COMPACTED MOUND
I. SEEDING MIXTURE TYPE III (FOUNDATION DRAIN DAYLIGHTING): WITNESSED BY HEATHER OATIS, REHS, HHS 4. THE MATERIAL THAT PASSES THE #4 SIEVE IS THEN RE-WEIGHED AND W GARBAGE GRINDER BASE FIRMLY WITH FOOT/ PRESSURE SO THAT ROOT I UNDER THE ROOT
RAIN GARDEN GRASS MIX - ERNMX-180-I ENVIRONMENTAL HEALTH OFFICER OF THE THE SIEVE ANALYSIS RESTARTED. DESIGN PERCOLATION RATE: r .�_ ._..tom D-BOX DESIGN SPECIFICATION 2X ROOT BALL DIAMETER BALL TO PREVENT
BY Ernst Conservation Seeds, 01006 Mercer Pike, Meadville, PA 5. THE REMAINING SAMPLE SHALL MEET THE FOLLOWING GRADATION CRITERIA: I I CONFORMS TO LATEST: BALL DOES NOT SHIFT. (' yI SETTLEMENT.
TOWN OF SOUTH WINDSOR AND DANIEL 31.52 MIN/IN O
IIo335 (800) 873-3321 ASTM DESIGNATION C913
APPLICATION RATE: 15 L55 PER ACRE WITH A COVER CROP JAMESON, P.E., OF DESIGN PROFESSIONALS, ■ FOR WET SIEVE ANALYSES: FOR DRY SIEVE ANALYSES: REQUIRED EFFECTIVE LEACHING AREA: " '"' °EJ"�
OF GRAIN RYE AT 30 LBS PER ACRE I NC• PERC TEST RESULTS■ 1200 SF 11 OPENING OP"I"O NOTES; LOAMY SOILS INCLUDE THE FOLLOWING USDA TEXTURAL CLASSIFICATIONS AND HAVE A CLAY CONTENT OF
SIEVE SIZE: % PASSING: SIEVE SIZE: % PASSING: g" 5 TMES a. N �-
1. PIPE INLET AND OUTLET LOCATIONS BETWEEN 15 TO 27 :LOAM,SANDY LOAM AND SILT LOAM. NOTE THAT SOILS AT THE OUTER LIMITS OF Z)
2. 5EEDING MIXTURE TYPE I (LAWN AREAS): MINIMUM U N I FORM MINIMUM U N I FORM 4 100 4 100 DESIGN' 1 J HAVE POLYLOK PIPE SEALS. THE LOAM CLASSIFICATIONS MAY PRESENT SPECIAL PLANTING PLANTING PROBLEMS NOT ANTICIPATED BY THIS DETAIL. U
BLUEGRASS BLEND (3 VARIETIES) 50% OF MIXTURE LOT 9 10 70 - 100 10 70 - 100 7-----r- � 2. CONCRETE COMPRESSIVE >
* 1 500-GALLON SEPTIC TANK AND 1-96 C) H
CHEWINGS RED FESCUE 30% OF MIXTURE SEEPAGE RATE SEEPAGE RATE 40 10 - 50 40 10 - 50 : STRENGTH- 4006 PSI AT 2F DAYS. LOAMY SOILS ARE DEFINED AS GRANULAR OR BLOCKY FRIABLESOILS,AMIXTUREOFSAND.SILTANDCLAY �
TEST PIT 1 1 8 15 191 100 0 - 20 00 0 - 5 ROW AND 1-152' ROW OF DOUBLE WIDE 1 1/2' TOP VIEW 3. METHOD OF MANUFACT' ?E: WET PARTICLES WITH A MINIMUM OF 1.5%BY DRY WEIGHT ORGANIC MATTER. THE SOIL MUST NOT BE SO Q V
PERENNIAL RYEGRA55 20% OF MIXTURE o" - 18" TOPSOIL (MIN./INCH) (MIN./INCH) 200 0 - 5 200 0 - 2.5 0 w
APPLICATION RATE: 4.50LBS. PER 1000 S.F. 12" TALL INFILTRATOR QJICKA- PLUS (ROOF SLAB 7IHIIMNESS IS 1 1/2' CAST. COMPACTED AS TO IMPEDE ROOT GROWTH OR DRAINAGE. THE SOIL STRUCTURE SHALL NOT BE PLATY OR
(SPRING 2022) 18" - 27" LIGHT BROWN YELLOW LOT PERC TEST PERC RATE LOT PERC TEST PERC RATE STANDARD CHAMBERS 4. SECTION IS MONOLITHIC. MASSIVE. THE SOIL MUST BE TESTED FOR TEXTURE,DRAINAGE CAPABILITY,PH,AND NUTRIENT VALUES PRIOR Z M
LOAMY SAND NOTE: TO DETERMINING PLANT SELECTIONS AND ANY ADDITIONAL SOIL IMPROVEMENTS.
(MIN./INCH) (MIN./INCH)
3. SEEDING MIXTURE TYPE 11 (LAWN AREAS): 27" - 85" RED COURSE SAND PERCENT PASSING THE #40 SIEVE CAN BE INCREASED TO NO GREATER 1'-3 1/2" WEIGHT CHART � Q �
PERENNIAL RYEGRA55 100% OF MIXTURE LEACHING AREA PROVIDED: 1 1 2 1'-0 t
(DAMP) 1 32 18.05 10 13 15.29 THAN 75% IF THE PERCENT PASSING THE #100 SIEVE DOES NOT EXCEED / " /2" t 1/2" PRODt1CT APPf"JX WEIGHT NOTES: � N = U 0
APPLICATION RATE: HAND SPREAD (96 +152 ) X 5.9 SF/LF = 1463.2 SF 1 5 OUTLET D-BOX 100 LBS.
2 31 19.49 11 12 13.85 10% AND THE #200 SIEVE DOES NOT EXCEED 5%. 1. FOR TREES PLANTED IN NON-RESTRICTED SOIL CONDITIONS. - �
(SPRING 2022) 1200 SF _ QY N
NO MOTTLING, SEEPAGE ® 69" _____________ 2. THIS DETAIL ASSUMES THAT THE AREA OF LOAMY SOIL AVAILABLE TO EACH TREE ISA MINIMUM OF uj
3 30 17.09 12 11 22.62 THE RESPONSIBILITY FOR THE PREPARATION OF A LEACHING AREA UTILIZING I 45SQ.M(500SO.FT) m 0 0
NLET OUTLET
ZONING TABLE LOT g TEST PIT #�-($/ 19) MINIMUM LEACHING SYSTEM SPREAD CALCULATION
0" - 15" OPSOIL 4 27 24.75 13 10 17.24 "SELECT MATERIAL" IS THAT OF THE LICENSED INSTALLER. THE INSTALLER (MLSS) 12 1/4" I 0 = Q
SHALL TAKE THE NECESSARY STEPS TO PROTECT THE UNDERLYING * OPEN= OPENING
SOIL IMPROVEMENT DETAIL ¢ z N
15" - 69" RED COURSE SAND 5 44 15.72 14 19 10.46 NATURALLY OCCURRING SOILS FROM OVERCOMPACTION AND SILTATION ONCE RESTRICTIVE LAYER FOR THE SITE WAS TYPICAL 2 N Q m
10
DAMP DETERMINED TO BE 22" BELOW EXISTING GRADE 9 1/2" 5 TIMES Not to Scale V
ZONE: RR ZONE (RURAL RESIDENTIAL; OPEN SPACE SUBDIVISION) ) 6 1 & 5 18.10 15 18 10.32 EXPOSED. I � �.
*AVERAGE PER OBSERVED HARDPAN IDENTIFIED IN TP-102. L_____________�0 T N � �
NO MOTTLING, SEEPAGE ® 60" 16 17 6.17 i
LT�M REQUIRED/ ALLOWED PROPOSED 7 2 5.74 STONE AGGREGATE HF: 62 [SLOPE=1.67% & RECEIVING SOIL DEPTH LANDSCAPE PLANTING SCHEDULE C)
LOT AREA 20,000 SF MIN. 81,338 SF TEST PIT #102 (11/25/19) 8 3 & 4 2567 17 22 10.40 ] 1 1/2" SIDE VIEW
=22'' (WALL THICKNESS IS 1 1/2")
0" - 10" TOPSOIL *AVERAGE 18 21 8.04 No.4 Stone Aggregate No.6 Stone Aggregate FF: 2 (5 BEDROOM SINGLE FAMILY) N
LOT FRONTAGE 75' MIN. 104.9' 10" - 22" YELLOW BROWN 4 & 40 (A.t>TP i &1l4"Stone A.K.A..3/4"Stone) PF: 2** (20.1 - 30.0 MIN/INCH PERC RATE) 00j
LOAMY SAND 9 * 31.50 19 20 s.7s s,>�', slz i'E[zC ENT 11Ass1NCs c8<<Lei 1tt) r> R�ENT PASSINGr(b wei ht) KEY QTY BOTANICAL NAME COMMON NAME SIZE TYPE �.
LOT DEPTH N/A N/A AVERAGE MLSS= HF X FF X PF= 248±FT
22" - 64" RED COARSE SAND 2-inch 100 N/A
LOT COVERAGE 20% MAX 3.1% (HARDPAN) 1.5-inch 90--100 N/'� 1 ROW 0 96 FT & 1 ROW 0 152 FT NOTE: ZESE 1 Zelkova serrota 'Villa a Green' Villa a Green Zelkova 3" cal. B&B
1-inch 20-55 too 1. UNITED CONCRETE PRODUCTS, INC. 5-OUTLET DISTRIBUTION BOX SHOWN FOR
9 9
FRONT YARD 40' MIN. 62.4' NO MOTTLING, NO WATER 3/4-inch 0- 15 90-IOU PROVIDED, SPACED 50' APART FOR MLSS ILLUSTRATIVE PURPOSES. CONTRACTOR SHALL USE THIS PRODUCT OR APPROVED
SIDE YARD 10' MIN. 33.9' FILTER FABRIC SPEC S 1/2-inch WA 20-55 EQUAL.
3/8-inch 0- 5 0_ 1 **24 SEPARATION PROVIDED TO RESTRICTIVE CONCRETE DISTRIBUTION BOX m REAR YARD 20' MIN 305.s' UNIT WEIGHT - 1.5 OZ/YD PER ASTM D 5261 #4 N A 0.5 LAYER ELEVATION
BUILDING HEIGHT 30' & 2-1/2 < 30' & 2-1/2 PERMITTIVITY - 1.0 SEC-1 (PER ASTM D 4491) #40 0-3 0-3 N.T.S.
STORIES. MAX. STORIES TRAPEZOID TEAR STRENGTH - 15 LBS (PER ASTM D 4533) #200 0-t.5 0- 1.5
PLOT PLAN NOTES: '
IX-CB 9 �y r IX-CB 8 ELEVATION AT GUTTER STREET TREE NOTES (CONT D):
90 X 90 I / ; �. / PRIMARY LEACH FIELD P1
(SEE C.B / / !• J, ;(SEE C.B SCHEDULE) BUILDABLE SQUARE I INFILTRATOR 12" UICK4 /` EX. CB 1. CONTRACTOR SHALL VERIFY LAYOUT DIMENSIONS AND CURRENT SITE 8. WHEN BACK FILLING TREES G
SCHEDULE)j� n ; ,, 10' S. Q ROWING MEDIUM SHALL BE WORKED IN TO
A / 0 IR (TO BE SET) I j' ( 2 X 76 ROWS IR` TF310.77/311.02 TOPOGRAPHY. CURRENT SITE TOPOGRAPHY MAY DIFFER FROM DEPICTED. AVOID ANY AIR POCKETS. CARE MUST BE TAKEN NOT TO COMPACT
38 CHAMBERS TOTAL (TO BE SET)' CONTRACTOR MUST VERIFY EXISTING TOPOGRAPHY ALLOWS FOR GRADING GROWING MEDIUM EXCESSIVELY. (n
GAS SERVICE -'� - - _ 3547"E Bottom of Chamber. 300.45 EVATION AT EDGE AND UTILITY COVER AS SHOWN. ANY DISCREPANCIES SHALL BE 9. THE BEGINNING OF THE ROOT FLAIR SHALL BE SET TWO INCHES ABOVE z
` ; , N88 Pipe Invert: 300.89 OF CONCRETE REPORTED IN WRITING TO THE DESIGN ENGINEER AND ARCHITECT PRIOR FINAL GRADE.
_ LINE, TYP. - 4" TO CONSTRUCTION. O
\. . �"S 472.47 10. WATER SHALL BE APPLIED AS SOIL CONDITIONS DICTATE.
WATER SERVICE �09 SDR-35 PVCi 302 301 J 2. CONTRACTOR SHALL COORDINATE INSTALLATION OF ALL UNDERGROUND 11. ALL TREE TRUNKS SHALL BE FREE FROM ANY INJURY OR DAMAGE. (n
�, j r ✓ LINE, TYP. (+ - rn UTILITIES WITH RESPECTIVE UTILITY COMPANY. 12. ALL TREES SHALL HAVE A SINGLE CENTRAL DOMINANT LEADER.
UTILITY EASEMENT - - ,-'� O 0.021 FT/FT'^ /O' S.Y. , ' N ° 3. REFER TO SITE PLAN DRAWINGS FOR EXISTING CONDITIONS INFORMATION, 13. TREES SHALL NOT BE STAKED OR GUYED UNLESS DICTATED BY THE
OTHER PROPOSED SITE FEATURES AND EROSION CONTROL MEASURES. TREE WARDEN.
Ll.l
TEMPORARY 40' SEEDED TOPSOIL yI I 1 °' ° '
' I ZESE 3�2 „�O^ / BERM AS DIVERSION SWALE. ( I I I PRIMARY LEACH FIELD P2 4. REFER TO ARCHITECTURAL DRAWINGS FOR DETAILED BUILDING 14. THE DEPTH OF ALL MULCH SHALL NOT EXCEED MORE THAN TWO
PROPOSED / ��%�• INFILTRATOR 12 QUICK4 INCHES.
_ CONTRACTOR TO RELOCATE AS I a DIMENSIONS. 15. ALL TAGS, RIBBONS, OR OTHER MARKINGS SHALL BE REMOVED.
BrrUMINOUS / NEEDED TO ACCOMMODATE ` I \ '
2 X 48 ROWS � 5. GRADE TO DRAIN AWAY FROM ALL BUILDINGS.
_ Dry DRY /� / �j0 u / CONSTRUCTION 24 CHAMBERS (TOTAL) ' \` CATCH HASIN TOP OF FRAME ELEVATIONS AS DEPICTED 6. ROOF LEADERS SHALL DISCHARGE TO SPLASH BLOCKS AT GRADE. 16. NO PRUNING SHALL BE PERFORMED UNLESS DIRECTED BY THE TREE
/ I 1 I $ 1� ;50 CATCH BASIN TOP OF FRAME 7• SETBACK REQUIREMENTS BETWEEN BUILDINGS SHALL COMPLY WITH WARDEN.
�i �' ' ! 1 i I / 1,500-GALLON SEPTIC TANK Q Bottom of Chamber: 299.fi0
TF:305.10f i Pipe Invert: 300.04 SOUTH WINDSOR ZONING REGULATIONS AND FIRE CODES. 17. NO FERTILIZERS OR WATER POLYMERS SHALL BE APPLIED AT PLANTING.
306.9 INV IN:302.93 " F I ;car, ELEVATIONS DETAIL 8. CONTRACTOR TO CONFIRM EXISTING SEWER LATERAL IS CONSISTENT WITH
IR '' ¢�( / INV OUT•302.68 i #18 GEDRIM PLACE 61LF ," 4 PROPOSED INVERT. IF EXISTING LATERAL INVERT DOES NOT ALLOW FOR A
0 BE SET) , ^F' / 5-BEDROOM 4" PVC LOT 9 SDR-35 PVC t'7I o ' N.T.S. MINIMUM OF 2.0% SLOPE, THE LATERAL IS TO BE MODIFIED TO PROVIDE
STREET / HOME ti S9 I 81,338 SQ FT O 0.011 Fr/FT y THE MINIMUM SLOPE FROM SEWER MANHOLE TO END.
INV=303.73 Oh I / i 1.87 ACRES N / / 9. PLAN PROPOSES 9'f TALL FOUNDATION WALLS. IL"-
J / TREE EASEMENT T.W.=314.5 "� `� /
, / SS i f ,l' AS-BUILT CATCHBASIN p
313.90 F.F.=315.5 / � I a �`' /
I C D-BOX 2 SCHEDULE MAP REFERENCES:
BSMT=305.T I FI / OVERALL SEPTIC PLAN NOTES
/ , SS I INV IN=300.85 1. PLAN ENTITLED "PROPERTY & TOPOGRAPHIC PLAN, 534 BARBER< / 1 G.F.=313.90 �' ,�, � 4 � �� INV OUT=300.69 PER PLAN ENTITLED: z
�G /' / I 195LF 4 l a � ,,,. MEN LOC /O 1. MAINTAIN A MINIMUM ELEVATION OF 301.95f & 301.10f OVER PRIMARY HILL ROAD, SOUTH WINDSOR, CONNECTICUT" DATED 03/22/2019
SDR-35 PVC
p I IMPROI/E T AT N PREPARED BY DESIGN PROFESSIONALS, INC.
3 305.2 r O 0.005FT/FT v I �' a ! SURVEY-RECORD, CHESTNUT LEACHING TRENCHES P1 & P2 RESPECTIVELY. o
/ I D-BOX 1 I RIDGE, GEDRIM PLACE, SOUTH 2. PROPOSED GRADING SHOWS MINIMUM REQUIRED SITE IMPROVEMENTS FOR 2. PLAN ENTITLED CHESTNUT RIDGE, OPEN SPACE SUBDIVISION, 534 `O
{ \ I INV IN=301.70 �I WINDSOR, CT" DATED SYSTEM INSTALLATION. FINAL GRADING OF ENTIRE LOT TO BE COMPLETED BARBER HILL ROAD, SOUTH WINDSOR, CT PREPARED BY DESIGN41 0
W
� I I // / / WITH FINAL PLOT PLAN SUBMISSION FOR THE LOT. PROFESSIONALS, INC., AND DATED JANUARY 10, 2020, AS AMENDED.
/ INV OUT=301.53 {{ 05 02 21, AS AMENDED
i I . 1 SECONDARY `37? i ' I / 3. INVERTS AND CHAMBER ELEVATIONS SHOWN ARE SPECIFIC TO THE LAYOUT
ELECTRICAL I \��� ,; ! ` i �y i \ / I"w�'I a EX. CB 1 EX. CB 8 DEPICTED IN THIS PLAN. THE SYSTEM MAY BE MODIFIED IF WARRANTED
Z J
VAULT / /! \S� 3� % WITH APPROVAL FROM THE SOUTH WINDSOR HEALTH DEPARTMENT. SURREY NOTES.
TF.'313.08/313.38 TF.'310.51/310.84 EX. CB 9 4. BENCHMARKS TO BE SET AT TIME OF AS-BUILT. 1. THIS SURI/EY AND MAP HAS BEEN PREPARED PURSUANT TO THE a
/ / ;/ ? , r �,► \ V \ I (� / / /NV."303.68(18" NE) INV.•305.0 (18" N) TF.'310.49/310.�83 REGULA170NS OF CONNECTCUT STATE AGENCIES SECTIONS 20-3006-1 "'� M
loe �' I % yo d' \, l r/14~ INV.""309.83(15" SW) INV306.3 (15 W) INV•'307"79(6') STREET TREE NOTES: 7HRU 20-3006-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN a
INV."303.65(24" SE) INV."304.9 (18 SW) INV.307.29(15 E) � I-
T� pC THE STATE OF CONNEC77CU7"'AS ADOPTED BY THE CONNECTTCUT
{I� p 1. ALL TREES SHALL BE HANDLED BY THE ROOT BALL AND NOT BY THE ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. OLO
\ ��`+ `s \ W SEED MIX �SF F f ,� l / Q TRUNK OF THE TREE. O 0
ANTI-TRACK NG PAD \ \ I \sue � - �\ " \ I TYPE III ° VOL. 86 2. ALL ROPE OR TWINE SHALL BE COMPLETELY REMOVED ONCE THE TREE TYPE OF SURtiEY lS AN lMPR01/EMENT LOCATION SURI/EY -6 FOUNDATION DRAIN , O
SF± / HAS PROPOSED _ AND IS INTENDED TO J rW�
IX-CB 1 \ I INV=304.7 \ �t-I \ S> _ �` PROPOSED) ����,F I CONNr����i DOWNBAND CUT OR(TUCKED UNDERGTHEEROOT BALL, SHALL BE ROLLED PROPOSED IMPROIiEMENTS RELA71liE TOI PROPERTY LINES. OF a V
1'( ) - �, DOUBLE ROW �` FCp��, 3. ANY WIRE BASKETS SHALL BE CUT AND THE UPPER 2/3 REMOVED
SEE C.B SCHEDULE UNDERGROUND UTILITIES r
SERVICE LINE, TYP. V, I�t , 302.2 a SILT FENCE ,r\�4, �,N• �1 •
f 4-. � Frs+O. AFTER THE TREE IS PLACED IN THE PLANTING AREA. THIS lS A RESURIrEY BASED ON MAP REFERENCE 1. �` r• _j b
F.L=303.7 I „ . 'er / ~� "' 4. ALL TREES SHALL BE FRESHLY DUG WITHIN 30 DAYS OF DELIVERY TO # Off ' r a `"
PROPOSED UNDERGROUND UTILITIES DRAINAGE (DAYLIGHT) O O \ i i ! / // y
a EASEMENT �, O 1 Y �L w(lI 302 TG '� ,f / / _ �� ;' _ THE PLANTING SITE. �ORICONTAL ACCURACY MEETS CLASS A-2 STANDARDS ANC- ���f `R`� �;�y'�" vVi
EU Electric & Communications ! r-- �� 301.95 :* 5. ALL TWINE, ROPE OR ANY OTHER OBJECTS AROUND THE ROOT BALL RA AL ACCURACY MEETS CLASS T 2 STANDARDS. r �� ,
IR (TO BE SET)_ / FC SHALL BE REMOVED.
„ �. . :, 4 4 SHEET
w5 1 Domestic Water Supply I 303.5 88' 47"W ,�^ j / ' ��.,f4�334 6. A PLANTING AREA OF TWO TIMES THE DIAMETER OF THE ROOT BALL TO MY KNOWLEDGE AND BELIEF, THIS MAP /S SUBSTANAALLY CORRECT AS
loe INSTALL RODENT �1�"�' '%"1R, �� `t'' / 1i 'c" .` SHALL BE EXCAVATED. THE DEPTH OF THE EXCAVATION SHALL BE TWO HEREON.
GS Natural Gas I -. 318.92 , ` / i ';ASS/pMA ;``��� INCHES LESS THAN THE OVERALL HEIGHT OF THE ROOT BALL A5 "r 3r
SCREEN FOR ALL I � p 1
i FD 6" PVC Foundation Drain o �I- . �)TI_I FOUNDATION DRAINS �I ; '- IR (TO BE SET) 11 rrrl„ t MEASURED FROM THE ROOT FLAIR ON THE TRUNK -cO THE BOTTOM OF
6 �- - r�i- THAT DAYLIGHT, TYP. - I n r ����T�u�I THE ROOT BALL.
SS Sanitary Sewer I=� -I 11= r=N_fT-ITT- -r -_TT 7. ALL EXCAVATED MATERIAL SHALL BE DEPOSITED AT AN APPROVED SITE. L,gWRENCE R. GEiSSLER, :R., L. UC. 4• ;4
SEPTIC SYSTEM INSTALLATION NOTES 5. THE PROPOSED SEWER PIPE FROM THE BUILDING TO THE SEPTIC 9. ALL EXISTING UTILITIES ARE APPROXIMATE ONLY. THE CONTRACTOR 14. SITE PREPARATION PROCEDURE FOR THE INSTALLATION OF EACH > Z N 'Z I-ILL E
DO NOT HEAVILY PRUNE THE TREE AT PLANTING. N f!(.- O I I 0
E VC SCHEDULE 40 ASTM D 1785 OR ASTM D 2665 SHALL VERIFY ALL UTILITY LOCATIONS AND ELEVATIONS PRIOR TO ANY PROPOSED SEPTIC SYSTEM:TANK SHALL B P PRUNE ONLY CROSSOVER LIMBS,CO-DOMINANT
OR APPROVED EQUIVALENT LISTED IN TABLE NO. 2 OF THE CONSTRUCTION. CONTRACTOR SHALL CONTACT 1500 GALLON SOME
DL AERALBR NC N �X �Ln r` i w
1. INFILTRATOR WATER TECHNOLOGIES QUICK4 PLUS STANDARD CHAMBER SOME INTERIOR TWIGS AND LATERAL BRANCHES � p Ln�N �
"TECHNICAL STANDARDS FOR SUBSURFACE SEWAGE DISPOSAL "CALL-BEFORE-YOU-DIG" AT 1-800-922-4455 AT LEAST 48 HOURS A. SECURE THE PERMIT TO CONSTRUCT FROM THE LOCAL HEALTH MAY BE PRUNED:HOWEVER,DO NOT REMOVE n m I- N N 2 O
SHOWN FOR ILLUSTRATIVE AND DESIGN PURPOSES. CONTRACTOR REGULAR THE TERMINAL BUDS OF BRANCHES THAT s Oc U T I 0
SYSTEMS". ALL OTHER EFFLUENT DISTRIBUTION SEWER PIPE FOR THIS PRIOR TO ANY EXCAVATION. DEPARTMENT. PERMIT MUST BE OBTAINED BY A LICENSED SEPTIC EXTEND TO THE EDGE OF THE CROWN. no LE 0 N N� >
SHALL USE THIS PRODUCT OR APPROVED EQUIVALENT. APPROVAL IS oz o
SEPTIC SYSTEM SHALL BE PVC ASTM D 3034, SDR 35 WITH RUBBER INSTALLER.
TO BE GRANTED BY THE DESIGN ENGINEER AND THE TOWN OF SOUTH SEPTIC TANK STAKE TREES ONLY UPON THE APPROVAL
COMPRESSION GASKET OR BELL AND SPIGOT WITH NO GASKETS OR 10. NO DEVIATION FROM THE APPROVED DESIGN PLAN SHALL BE ALLOWED B. STRIP ALL TOPSOIL, VEGETATION AND ORGANIC MATERIAL IN THE OF THE LANDSCAPE ARCHITECT Q N o L. 01.1
v
WINDSOR HEALTH DEPARTMENT. TANK DESIGN SPECIFICATION SEE STAKING DETAIL. z � °0 1
APPROVED.EQUIVALENT LISTED IN TABLE NO. 2-A OF THE "TECHNICAL WITHOUT PRIOR WRITTEN APPROVAL FROM THE DESIGN ENGINEER AND AREA OF AND 5' SURROUNDING THE PRIMARY LEACHING SYSTEM CONFORMS TO LATEST: 3: p=
STANDARDS FOR SUBSURFACE SEWAGE DISPOSAL SYSTEMS". THE TOWN OF SOUTH WINDSOR DEPARTMENT OF HEALTH. AND REPLACE WITH SELECT FILL. ASTM DESIGNATION C1227 WRAP TREE TRUNKS ONLY UPON THE c = 0 z v
2. THE CONTRACTOR SHALL REFER TO THE QUICK4 PLUS STANDARD APPROVAL OF THE LANDSCAPE ARCHITECT. H ° a Ix
C. COORDINATE WITH THE SOUTH WINDSOR HEALTH DEPARTMENT FOR NOTES: SEE WRAPPING DETAIL. 0
MANUFACTURING INSTRUCTIONS FOR INSTALLATION PROCEDURES. c O
5. THE CONTRACTOR SHALL TAKE PRECAUTIONS DURING THE INSTALLATION 11. THE SEPTIC TANK SHALL BE PRECAST CONCRETE DESIGNED WITH TWO TIMELY INSPECTION AS THEY REQUIRE. 1. JOINT SEALANT IS BUTYL RUBBER 0 cn w
OF THE SUB-SURFACE SEWAGE SYSTEM TO PROTECT THE EXCAVATED (2) ACCESS MANHOLES TO GRADE. D. INSTALL SEPTIC SYSTEM PER PLAN USING APPROVED INSTALLATION MASTIC TYPE SEAL THAT CONFORMS In w a
in
3. AVOID DIRECT CONTACT WITH CHAMBERS WHEN USING CONSTRUCTION TO LATEST AA5HT0 SPECIFICATION ¢v
EQUIPMENT. ONLY DRIVE ACROSS THE TRENCHES WHEN NECESSARY. AREAS FROM COLLECTING SEDIMENT DISCHARGES FROM THE SITE. METHODS, SPECIFIED IN THE "TECHNICAL STANDARDS FOR -9'-7" �f� M-198. MEETS FEDERAL CA
I MARK THE NORTH SIDE OF THE TREE U)
12. THE NON-WOVEN FILTER FABRIC PLACED ABOVE THE LEACHING SUBSURFACE SEWAGE DISPOSAL SYSTEMS". STONE SHALL BE CT DOT SPECIFICATION SS-S-0021 210-A. w z
NEVER DRIVE DOWN THE LENGTH OF THE TRENCHES. TO AVOID ( ) IN THE NURSERY,AND ROTATE TREE � � z=
ADDITIONAL SOIL COMPACTION NEVER DRIVE HEAVY VEHICLES OVER 6. TWO WELLS WERE IDENTIFIED ON THE PROPERTIES ABUTTING THE SITE. SYSTEMS APPROVED AGGREGATE, SHALL BE AN APPROVED FABRIC NO. 4 OR 6 STONE AND SAND SHALL MEET MINIMUM SELECT FILL r- -----------------i r----------1 2. PIPE INLET AND OUTLET LOCATIONS TO FACE NORTH AT THE SITE WHEN EACH TREE MUST BE PLANTED SUCH THAT no a a
+ + + HAVE POLYLOK II PIPE SEALS. EVER POSSIBLE. THE TRUNK FLARE IS VISIBLE AT THE TOP N un z J
NO SEPTIC SYSTEM COMPONENTS ARE TO BE INSTALLED WITHIN THE LISTED IN APPENDIX C OF THE "TECHNICAL STANDARDS FOR GRADATION REQUIREMENTS. CONTACT THE SOUTH WINDSOR HEALTH + 1
THE COMPLETED SYSTEM. + + 3. REINFORCING STEEL DEFORMED OF THE ROOT BALL.TREES WHERE THE TRUNK w
IDENTIFIED 150' SEPARATION DISTANCE TO THE EXISTING WELLS. SUBSURFACE SEWAGE DISPOSAL SYSTEMS" AND BE INSTALLED IN A DEPARTMENT FOR FINAL INSPECTION PRIOR TO BACKFILLING SYSTEM. + + I SET TOP OF ROOT BALL FLUSH TO FLARE IS NOT VISIBLE SHALL BE REJECTED. 0 H
+ i 1 I BARS CONFORM TO LATEST ASTM O
I i I I GRADE OR 25MM•50MM(1"-2') DON'T COVER THE TOP OF THE ROOT BALL N p,�
MANNER TO BE READILY VISIBLE TO FACILITATE INSPECTION. E. COVER SYSTEM WITH A MINIMUM OF 6" OF LOAM IN LAWN AREAS, SPECIFICATION A615.
4. THIS SEPTIC SYSTEM INSTALLATION INCLUDING ALL MATERIALS (PIPING, I + + I HIGHER IN SLOWLY DRAINING SOILS. WITH SOIL. � LL w
7. THERE SHALL BE NO STUMPS OR BOULDERS BURIED WITHIN 50' GRADE TO PREVENT PONDING AND SEED WITH GRASS TO STABILIZE. 5'-6 3/4 i ; i or�E°r"iiNc 3. REINFORCING STEEL WELDED WIRE `� '� a z
SEPTIC TANK, STONE, FILL, ETC.) USED FOR THIS SEPTIC SYSTEM , 1 a I TYPICAL FABRIC CONFORM TO LATEST ASTM MULCH RING,1800MM(6')DIA.MIN 100MM(4')HIGH EARTH SAUCER O = (� �_
DOWN GRADIENT OF THE SEPTIC SYSTEM. 13. THE PROPOSED SEPTIC SYSTEM SHALL BE STAKED OUT BY A THE FINISHED GRADE 10 FROM ANY PART OF THE PROPOSED + I + 1 zaooMM(8')DIA.PREFERRED BEYOND EDGE OF ROOT BALL. ~a
SHALL CONFORM TO THE CURRENT EDITION REVISION OF THE SPECIFICATION A185. s '� ,w -1
/ LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. LEACHING SYSTEM SHALL BE AT LEAST THE SAME ELEVATION AS ' ; I I 5. CONCRETE COMPRESSIVE y so d
"TECHNICAL STANDARDS FOR SUBSURFACE SEWAGE DISPOSAL + i STRENGTH- 4000 PSI AT 28 DAYS. REMOVE ALL TWINE,ROPE,WIRE AND y
8. SHOULD ANY SIGNIFICANT VARIATIONS FROM THE TEST PIT DATA BE THE TOP OF THE SYSTEM. I I 1 BURLAP FROM TOP HALF OF ROOT BALL 0
SYSTEMS" REVISED JANUARY 2018 OF THE CONNECTICUT PUBLIC + I + 6. METHOD OF MANUFACTURE: WEf 0 >_
ENCOUNTERED DURING EXCAVATIONS (LEDGE, GROUNDWATER, F. INSTALL ACCESS MANHOLES TO GRADE ABOVE THE INLET BAFFLE L_ ________________i L---------- CAST. 5INCON)CONTACT
TREET TRUNK
REMOVE COMPLETELY IF SYNTHETIC IS USED. U V
HEALTH CODE BY THE STATE OF CONNECTICUT DEPARTMENT OF MULCH IN CONTACT WITH TREE TRUNK.
MOTTLING, SOIL TYPE UNSUITABLE MATERIAL, ETC.), THE SOUTH AND ABOVE THE OUTLET FILTER OF THE SEPTIC TANK AND PIPE 7. SECTIONS ARE MONOLITHIC. MAINTAIN THE MULCH WEED-FREE FOR IF PLANT IS SHIPPED WITH AWIRE
PUBLIC HEALTH. ' TOP VIEW A MIN.OF THREE YEARS AFTER BASKET AROUND ROOT BALL,CUT iIV
WINDSOR HEALTH DEPARTMENT AND THE DESIGN ENGINEER SHALL BE CLEANOUTS TO GRADE AS INDICATED.
(COVERS AND RISERS REMOVED) WEIGHT CHART PLANTING. THE WIRE BASKET IN FOUR PLACES
NOTIFIED PRIOR TO INSTALLATION OF THE SEPTIC SYSTEM. PRODUCT APPrmx wL,cNr AND FOLD DOWN200MM(8")INTO
TANK 113400 LBS. TAMP SOIL AROUND ROOT BALL BASE PLANTING HOLE.
i-:
PgOpLYvL�O�K FIRMLY WITH FOOT PRESSURE SO THAT
5" ROOT BALL DOESN'T SHIFT. PLACE ROOT BALL ON UNEXCAVATED
TOP VIEW QUICK4 PLUS ALL-IN-ONE 12 END CAP INFILTRATOR QUICK4 PLUS STANDARD CHAMBERS POLYLOK OR TAMPED SOIL.
SEE PLAN FOR INVERTS & ELEVATIONSNOTE T
TYPICAL CONCRETE UNITS MULITPLE PLASTIC UNITS STONE AGGREGATE 1N 4"x4"AIR PLANTING OR
,TYPESIONS O 0
pry SPACE PLANTING AREAS.TYPES OF SOIL �m o w
INSPECTION PORT (•�)
TER
2"diam. FIOLYWK PnLLLL AMENDMENTS,OR SOIL REPLACEMENT, J f
MIN. 6" SOIL COVER OVER t01:1
0_ 0 0 AT IN AT OUTLET SEE"SOIL IMPROVEMENT DETAILS." 4
c
-� o PROPOSED GROUND 6" LOAM AND -APPROXIMATE EXISTING GROUND 5'-6" s'-3"(SEE PLAN FOR ELEVATION) � SEED NOTES'- - o (TYP) P1 AVE ELE1/: 300.01 /
5'-5 3 8 _23/81. NO MULCH WITHIN 3"OF TREE TRUNKDESIGNED INSPECTION PORT P2 AVE ELEV: 299.22. • 2. THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 2400 MMFILTER 4"diam. / / (8 FT.)SQUARE,OPEN TO THE SKY,AND NOT COVERED BY ANY PAVING OR`GALLERY HGT. - o / 3 3/4" WALL W
FABRIC COMMON FILL
4' MAX SELECT FILL ' 5' ' ' TYPICAL GRATING. $ g
� END VIEW (�) .-:.:_ " + �.� .�,_ .T, :� (TYP) TREE PLANTING DETAIL y °
jj
1' MIN. APPROVED I 6' MIN. 53" •• .
- - -
AGGREGATE f 6' 1 "-
APPROXIMATE I ' Not to Scale
2Y: N r. 4„ -
SIDE VIEW >
OR SIDE VIEW EXISTING GROUND �•;;;�t ;:;;• �.'.• '��`'
a v _
P1 AVE ELEV:300.35
1' 4' MIN. 1' 48�, 12" P2 AVE ELEV:299.47
(EFFECTIVE LENGTH) OUNITED
6' MIN. -1 ALL TOPSOIL 5' UP-GRADIENT, 5' CONCRETE PRODUCTS INC. z "' o
MAX. 6 OF DESIGNED I---34' -, DOWN-GRADIENT, AND BELOW THE APPROXIMATE TOPSOIL 173 CHURCH STREET TEL. 800 234-31"9 FAX. (203) 265-4941 ~ `0
APPROVED PROPOSED LF-ACHFIEL.D AREA TO BE " vi Z O ~
GALLERY HGT. LIMIT. VARIES N1O - YALESVILLE, CT 06492
AGGREGATE REPLACED WITH SELECT FILL. NOTES 18" BELOW EXISTING w = (--
PRESSURIZED PIPE DRILL GRADE. (203} 269-3119 � Q . V �
NOTE: I- 6 MIN. POINTS LOCATIONS RESTRICTIVE LAYER DETERMINED TO TRENCH TO BE WRAPPED IN FILTER FABRIC PER SPEC NOTE: -� LO
(2 PLACES) BE 18" BELOW EXISTING GROUND NATURALLY OCCURRING 1. UNITED CONCRETE PRODUCTS INC. 1,500 GALLON REGULAR SEPTIC TANK DETAIL m O 0 ^O
1. ILLUSTRATION REFERENCED FROM SECTION VIII.D (PG 38) OF THE 'TECHNICAL 18 SURFACE PER TP-102 LEDGE NOT ENCOUNTERED DURING SOILS TESTING. MATERIAL TO REMAIN SHOWN FOR ILLUSTRATIVE PURPOSES. CONTRACTOR TO USE THIS PRODUCT OR QY �
STANDARDS FOR SUBSURFACE SEWAGE DISPOSAL SYSTEMS" REVISED JANUARY 2018 OBSERVATIONS APPROVED EQUAL. O _J 0 coo,
OF THE CONNECTICUT PUBLIC HEALTH CODE BY THE STATE OF CONNECTICUT (�) I Z w Z N
DEPARTMENT OF PUBLIC HEALTH. 13" P1 ELEV.: 298.52E - 298.18t LEACHING AREA CROSSECTION A-A 2. IF EVIDENCE OF HIGH GROUNDWATER CONDITIONS EXIST DURING EXCAVATION OF iz CL 3 I
P2 ELEV.: 297.64t - 297.39i 1" = 4, SEPTIC TANK, CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO INSTALLATION. Q = 0
ADDITIONAL BALLAST MAY BE NECESSARY TO COUNTERACT BUOYANCY FORCES. NOTE:FOR DETAILED REQUIREMENTS Z U ao
MULTIPLE PLASTIC UNIT FOR CONCRETE GALLERY „ _� » RELATED TO THE PLANTING OF THE
ELA CREDIT 5.25 INVER 33' INVERT Q O =O
1_,500 GALLON SEPTIC TANK TREE IN THE IMPROVED SOIL,SEE
8"SIDE INVERT SELECT FILL "TREE PLANTING DETAIL." VI
BACK FILL WITH EXISTING SOIL.
N.T.S. IN SANDY LOAM SOILS,ADD 20%
ILLUSTRATION PURPOSES ONLY) MAX.BY VOLUME COMPOSTED " 3
INFILTRATOR WATER TECHNOLOGIES 1. THE FILL SHALL BE INSTALLED TO EXISTING GROUND ELEVATION. ORGANIC MATERIAL TO THE
N.T.S. QUICK4 PLUS STANDARD CHAMBER DETAIL 2. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN THREE (3) SEPTIC SYSTEM DESIGN LOAMY SOIL EXISTING SOIL. °z O
5 OUTLET
N.T.S. 3. UP TO 45%f OF THE DRY WEIGHT OF THE REPRESENTATIVE SAMPLE MAY 1:1SLOPEONSIDES 3 o M
fn
SEEDING NOTES: BE RETAINED ON THE #4 SIEVE (THIS IS THE GRAVEL PORTION OF THE PRO 9 1 t/2" V-0 1 2' t 1 f2' D I S TR I B U TI 0 N TAMP SOIL AROUND ROOT BALL OF PLANTING HOLE. o 17 ff
PROPOSED USAGE: '
THE FOLLOWING DEEP TEST PITS WERE 5 BEDROOM SINGLE FAMILY HOUSE UNEXCAVATEDOR
I. SEEDING MIXTURE TYPE III FOUNDATION DRAIN DAYLIGHTING Y HEATHER OATIS REHS HHS 4. THE MATERIAL THAT PASSES THE #4 SIEVE IS THEN RE-WEIGHED AND W GARBAGE GRINDER BOX BASE FIRMLY WITH FOOT COMPACTED MOUND
( ) WITNESSED B R , , / PRESSURE SO THAT ROOT UNDER THE ROOT
RAIN GARDEN GRASS MIX - ERNMX-180-I THE SIEVE ANALYSIS RESTARTED. L,,�, �_ �„,, 1 D-BOX DESIGN SPECIFICATION 2XROOTBALLDIAMETER
ENVIRONMENTAL HEALTH OFFICER OF THE DESIGN PERCOLATION RATE: r BALL DOES NOT SHIFT. BALL TO PREVENT
BY Ernst Conservation Seeds, g006 Mercer Pike, Meadville, PA 5. THE REMAINING SAMPLE SHALL MEET THE FOLLOWING GRADATION CRITERIA: I I CONFORMS TO LATEST: f�I SETTLEMENT.
TOWN OF SOUTH WINDSOR AND DANIEL 31.52 MIN/IN O
16335 (800) 873-3321 INLET 0�E. ASTM DESIGNATION C913
APPLICATION RATE: 15 L55 PER ACRE WITH A COVER CROP JAMESON, P.E., OF DESIGN PROFESSIONALS, pERC TEST RESULTS FOR WET SIEVE ANALYSES: FOR DRY SIEVE ANALYSES: REQUIRED EFFECTIVE LEACHING AREA: SEEMS
OF GRAIN RYE AT 30 L ES PER ACRE 11» OPENING TYPICAL NOTES: LOAMY SOILS INCLUDE THE FOLLOWING USDA TEXTURAL CLASSIFICATIONS AND HAVE A CLAY CONTENT OF
SIEVE SIZE: % PASSING: SIEVE SIZE: PASSING: g„ 5 TIMES a. N I-
1. PIPE INLET AND OUTLET LOCATIONS BETWEEN 15 TO 27/o.LOAM,SANDY LOAM AND SILT LOAM. NOTE THAT SOILS AT THE OUTER LIMITS OF �
2. SEEDING MIXTURE TYPE I LAWN AREAS 4 1 OO 4 100 I l HAVE POLYLOK PIPE SEALS. THE LOAM CLASSIFICATIONS MAY PRESENT SPECIAL PLANTING PLANTING PROBLEMS NOT ANTICIPATED BY THIS DETAIL.
( ) LOT 9 MINIMUM UNIFORM MINIMUM UNIFORM DESIGN: L V_
BLUEGRASS BLEND (3 VARIETIES) 50% OF MIXTURE 10 70 - 100 10 70 - 100 T- "'C - � 2. CONCRETE COMPRESSIVE
CHEWING5 RED FESCUE 30% OF MIXTURE SEEPAGE RATE SEEPAGE RATE 40 10 - 50* 40 10 - 50 1,500-GALLON SEPTIC TANK AND 1-96 STRENGTH- 4000 PSI AT 28 DAYS. LOAMY SOILS ARE DEFINED AS GRANULAR OR BLOCKY FRIABLE SOILS,A MIXTURE OF SAND,SILT AND CLAY ~
PERENNIAL RYEGRASS 20% OF MIXTURE TEST PIT #11 (8/15 191 100 0 - 20 1,00 0 - 5 ROW AND 1-152' ROW OF DOUBLE WIDE Q U
MIN. INCH 1 1/2' TOP VIEW 3. METHOD OF MANUFACTURE: WET PARTICLES WITH A MINIMUM OF 1.5 b BY DRY WEIGHT ORGANIC MATTER. THE SOIL MUST NOT BE SO
APPLICATION RATE: 4.50LB5. PER 1000 5.F. 0" - 18" TOPSOIL (MIN./INCH) 200 0 - 5 200 0 - 2.5 12" TALL INFILTRATOR QUICK4 PLUS (i6i W %M RMCNESS t5 1 1/2") CAST, COMPACTED AS TO IMPEDE ROOT GROWTH OR DRAINAGE. THE SOIL STRUCTURE SHALL NOT BE PLATY OR � w
(SPRING 2022) 18• - 27" LIGHT BROWN YELLOW LOT PERC TEST PERC RATE LOT PERC TEST PERC RATE STANDARD CHAMBERS 4. SECTION IS MONOLITHIC. MASSIVE. THE SOIL MUST BE TESTED FOR TEXTURE,DRAINAGE CAPABILITY,PH,AND NUTRIENT VALUES PRIOR � = Z �
LOAMY SAND NOTE: TO DETERMINING PLANT SELECTIONS AND ANY ADDITIONAL SOIL IMPROVEMENTS.
(MIN_ INCH MIN./INCH
B. SEEDING MIXTURE TYPE II (LAWN AREAS): 27" - 85" RED COURSE SAND / } ( ) *PERCENT PASSING THE #40 SIEVE CAN BE INCREASED TO NO GREATER 1'-3 1/2' WEIGHT CHART = J 0 l!')
PERENNIAL RYEGRA55 100% OF MIXTURE LEACHING AREA PROVIDED: 1 1 2 1'-0 ,
(DAMP) 1 32 ts.o5 10 13 15.2s THAN 75% IF THE PERCENT PASSING THE #100 SIEVE DOES NOT EXCEED / „ /2„ t 1/2 PRODUCT APPROX WEIGHT NOTES: N = V O0
APPLICATION RATE: HAND SPREAD 10% AND THE 200 SIEVE DOES NOT EXCEED 5%. (96+152) X 5.9 SF/LF = 1463.2 SF J 5 OUTLET D-BOX 100 LBS. 1. FOR TREES PLANTED IN NON-RESTRICTED SOIL CONDITIONS. N - 00
(SPRING 2022) 2 31 19.49 11 12 13.85 #
NO MOTTLING, SEEPAGE ® 69' 1200 SF _____________ 2. THIS DETAIL ASSUMES THAT THE AREA OF LOAMY SOIL AVAILABLE TO EACH TREE IS A MINIMUM OF =
3 30 17.09 12 11 22.62 THE RESPONSIBILITY FOR THE PREPARATION OF A LEACHING AREA UTILIZING 1 I 45 SO.M(500 SQ.FT) m 0 0
IT "SELECT MATERIAL" IS THAT OF THE LICENSED INSTALLER. THE INSTALLER MINIMUM LEACHING SYSTEM SPREAD CALCULATION 12 1/4" I Ix 0
ZONING TABLE LOT 9 4 27 24.75 13 10 17.24 SHALL TAKE THE NECESSARY STEPS TO PROTECT THE UNDERLYING SOIL IMPROVEMENT DETAIL Q ¢ V)
0" - 15" TOIL •�� Imo' oar _
15" - 69" RED COURSE SAND 5 44 15.72 14 19 10.46 NATURALLY OCCURRING SOILS FROM OVERCOMPACTION AND SILTATION ONCE *RESTRICTIVE LAYER FOR THE SITE WAS °P�"'"D T,� 2 m Z
ZONE: RR ZONE RURAL RESIDENTIAL; OPEN SPACE SUBDIVISION (DAMP) 6 1 & 5 15 18 10.32 EXPOSED. 10DETERMINED TO BE 22" BELOW EXISTING GRADE 9 1/2 s TIMES Not to Scale O. V
( ) 18"10 PER OBSERVED HARDPAN IDENTIFIED IN TP-102. I W d-
t� *AVERAGE
llEl� REQUIRED/ ALLOWED PROPOSED NO MOTTLING, SEEPAGE ® 60" 7 2 5.74 16 17 s.17
M 2
17 22 to.4o STONE AGGREGATE HF: 62 [SLOPE=1.67% & RECEIVING SOIL DEPTH 1 1/2» SIDE VIEW LANDSCAPE PLANTING SCHEDULE V �'
LOT AREA 20,000 SF MIN. 81,338 SF TEST PIT #102 (11/�/19) 8 3 & 4 25.67 =22") WALL THICKNESS IS 1 1 � 0
0" - 10" TOPSO L *AVERAGE 18 21 8.04 No.4 Stone Aggregate No.6 Stone Aggregate { /2") N
FF: 2 (5 BEDROOM SINGLE FAMILY) uj
0
LOT FRONTAGE 75' MIN. 104.9, 10" - 22" YELLOW BROWN A.K.A."1 U4"Stone A.K.A.,3t4"Stone) 0
9 4 & 40 31.50 19 20 8.76 SIEVE SIZE PERCENT PASSING(by weight) PERCENT PASSING(b weight, PF: 2** (20.1 - 30.0 MIN/INCH PERC RATE) KEY QTY BOTANICAL NAME COMMON NAME SIZE TYPE LOT DEPTH N/A N/A LOAMY SAND *AVERAGE MLSS= HF X FF X PF= 248±FT
22" - 64" RED COARSE SAND 2-inch 1(x) _ NJA O
LOT COVERAGE 20% MAX 3.1% (HARDPAN) 1.5-inch 90- 100 N/A NOTE: 3" cal. B&B
I-inch 20- 55 lUU 1 ROW ® 96 FT & 1 ROW ® 152 FT ZESE 1 Zelkova serrata Village Green' Village Green Zelkova
FRONT YARD 40' MIN. 62.4' PROVIDED SPACED 50' APART FOR MLSS 1. UNITED CONCRETE PRODUCTS, INC. 5-OUTLET DISTRIBUTION BOX SHOWN FOR
NO MOTTLING, NO WATER 3/4-inch 0--15 90-100 ILLUSTRATIVE PURPOSES. CONTRACTOR SHALL USE THIS PRODUCT OR APPROVED
SIDE YARD 10' MIN. 33.9' FILTER FABRIC SPECS 1/2-inch NIA 20-55 _
**24" SEPARATION PROVIDED TO RESTRICTIVE EQUAL. m
REAR YARD 20' MIN 305.9' 3/8-inch 0iA 0- i LAYER ELEVATION CONCRETE DISTRIBUTION BOX
• UNIT WEIGHT - 1.5 OZ/YD PER ASTM D 5261 #4 9iA _ 0-5
30' & 2-1/2 < 30' & 2-1/2 • PERMITTIVITY - 1.0 SEC-1 PER ASTM D 4491 440 0-1 0-3 N.T.S.
BUILDING HEIGHT STORIES. MAX. STORIES TRAPEZOID TEAR STRENGTH - 15 LBS (PER ASTM D 4533) #�200 0-L5 U-1.5
IX-CB 9 ' EX-CB 8 ELEVATION AT GUTTER PLOT PLAN NOTES: STREET TREE NOTES CONT'D):
�� 90 X 90 / 4. PRIMARY LEACH FIELD P1
(SEE C.B / ,/ j(SEE C.B SCHEDULE) I I " r ,� 1EX. CB 1. CONTRACTOR SHALL VERIFY LAYOUT DIMENSIONS AND CURRENT SITE 8. WHEN BACK FILLING TREES GROWINSCHEDULE) t -' / r' ,�, 4 BUILDABLE SQUARE �s, '�- lo' S. INFILTRATOR 12 QUICK4 � G MEDIUM SHALL BE WORKED IN TO
IR (TO BE SET) I f I I 2 X 76 ROWS �- IR'-� TF310.77/311.02 TOPOGRAPHY. CURRENT SITE TOPOGRAPHY MAY DIFFER FROM DEPICTED. AVOID ANY AIR POCKETS. CARE MUST BE TAKEN NOT TO COMPACT
-+-- TO BE SET . CONTRACTOR MUST VERIFY EXISTING TOPOGRAPHY ALLOWS FOR GRADING GROWING MEDIUM EXCESSIVELY. (n
38 CHAMBERS (TOTAL) ( )' \_ ELEVATION AT EDGE AND UTILITY COVER AS SHOWN. ANY DISCREPANCIES SHALL BE 9. THE BEGINNING OF THE ROOT FLAIR SHALL BE SET TWO INCHES ABOVE z
/ GAS SERVICE -� N8835'47"E Bottom of Chamber: 300.45 REPORTED IN WRITING TO THE DESIGN ENGINEER AND ARCHITECT
! Pipe Invert: 300.89 OF CONCRETE T PRIOR FINAL GRADE.
LINE, TYP. 4" , 72 4T TO CONSTRUCTION. 10. WATER SHALL BE APPLIED AS SOIL CONDITIONS DICTATE. _
38LF "' 2. CONTRACTOR SHALL COORDINATE INSTALLATION OF ALL UNDERGROUND 11. ALL TREE TRUNKS SHALL BE FREE FROM ANY INJURY OR DAMAGE. 0
WATER SERVICE r" 09 j 302 301
SDR-35 PVC j ---1 I I ( UTILITIES WITH RESPECTIVE UTILITY COMPANY. 12. ALL TREES SHALL HAVE A SINGLE CENTRAL DOMINANT LEADER.
UTILITY EASEMENT LINE, TYP. �� ` O 0.021 FT/FTC t 10' S.Y , N A 3. REFER TO SITE PLAN DRAWINGS FOR EXISTING CONDITIONS INFORMATION, 13. TREES SHALL NOT BE STAKED OR GUYED UNLESS DICTATED BY THE
F i y� v' I TEMPORARY 40' SEEDED TOPSOIL I - ° OTHER PROPOSED SITE FEATURES, AND EROSION CONTROL MEASURES. TREE WARDEN. w
" - I. 4. REFER TO ARCHITECTURAL DRAWINGS FOR DETAILED BUILDING 14. THE DEPTH OF ALL MULCH SHALL NOT EXCEED MORE THAN TWO lY
• \••`•` BERM AS DIVERSION SWALE. � I PRIMARY LEACH"FIELD P2 a .e 5 ,
AQ / o I CONTRACTOR TO RELOCATE AS ` a x,jgE,.? INFILTRATOR 12 QUICK4 DIMENSIONS.
PROPOSED ��i f' ,_ I /•.,r.�, I INCHES.
(BITUMINOUS_ / "� o�O NEEDED TO ACCOMMODATE t 2 X 48 ROWS 5. GRADE TO DRAIN AWAY FROM ALL BUILDINGS. 15. ALL TAGS, RIBBONS, OR OTHER MARKINGS SHALL BE REMOVED.
1' CONSTRUCTION I I CATCH BASIN TOP OF FRAME ELEVATIONS AS DEPICTED 6. ROOF LEADERS SHALL DISCHARGE TO SPLASH BLOCKS AT GRADE. 16. NO PRUNING SHALL BE PERFORMED UNLESS DIRECTED BY THE TREE
k DR ;/ / / 1. t= 24 CHAMBERS (TOTAL) 7. SETBACK REQUIREMENTS BETWEEN BUILDINGS SHALL COMPLY WITH
� a 12-...,, o
/ / ,4; / 1,500-GALLON SEPTIC TANK j y I d o Bottam of Chamber: 299.60 CA1CH BASIN TOP OF FRAME WARDEN.
'S TF:305.10f 50 ►'� Pipe Invert: 300.04 SOUTH WINDSOR ZONING REGULATIONS AND FIRE CODES. 17. NO FERTILIZERS OR WATER POLYMERS SHALL BE APPLIED AT PLANTING.
"� ti _ a 8. CONTRACTOR TO CONFIRM EXISTING SEWER LATERAL IS CONSISTENT WITH
G� 306.9 INV IN:302.93
€ IR \ A'� / INV OUT:302.68 #18 GEDRIM PLACE 61LF ^• 4" I perp,, f`� / ELEVATIONS PROPOSED INVERT. IF EXISTING LATERAL INVERT DOES NOT ALLOW FOR A
$ 0 BE SET) ` • F' / 5-BEDROOM " LOT 9 SDR-35 PVC Zif I t�i N.T.S. MINIMUM OF 2.0% SLOPE, THE LATERAL IS TO BE MODIFIED TO PROVIDE
c7 81,338 SQ FT t= / THE MINIMUM SLOPE FROM SEWER MANHOLE TO END.
<.• / HOME , 4 PVC � .� �% � O 0.011 FT/FT
04 iE� INV=303 73 i p'� / 1 1.87 ACRES N 9. PLAN PROPOSES 9't TALL FOUNDATION WALLS. IW-
a TREE EASEMENT i T.W.=314.5
313.90 F.F.=315.5' / ' SS a W_ l/ AS-BUILT CATCHBAS/N p
/ f I s5 D-BOX 2 SCHEDULE MAP REFERENCES:
I BSMT=305.T ! ' 1 F I I J INV IN=300.85 OVERALL SEPTIC PLAN NOTES
G.F.=310.90' - / " 1. PLAN ENTITLED "PROPERTY & TOPOGRAPHIC PLAN, 534 BARBER p
V �y 195LF N 4 ' I r INV OUT=300.69 PER PLAN ENTITLED:
p �y SDR-35 PVC / a ti- " z
\ p � "IMPROVEMENT LOCATION 1. MAINTAIN A MINIMUM ELEVATION OF 301.95E & 301.10E OVER PRIMARY HILL ROAD, SOUTH WINDSOR, CONNECTICUT" DATED 03/22/2019
// I I I a SURVEY-RECORD, CHESTNUT LEACHING TRENCHES P1 & P2 RESPECTIVELY. PREPARED BY DESIGN PROFESSIONALS, INC, o
`' O 0.005FT/FT ,� 2. PLAN ENTITLED "CHESTNUT RIDGE, OPEN SPACE SUBDIVISION, 534 `O
I' _BOX 1t° RIDGE, GEDRIM PLACE, SOUTH 2. PROPOSED GRADING SHOWS MINIMUM REQUIRED SITE IMPROVEMENTS FOR
INV IN 301.70 WINDSOR, CT" DATED SYSTEM INSTALLATION. FINAL GRADING OF ENTIRE LOT TO BE COMPLETED BARBER HILL ROAD, SOUTH WINDSOR, CT' PREPARED BY DESIGN W
•- ' / I ti ti I INV OUT=301.53 I I 05/02/21, AS AMENDED WITH FINAL PLOT PLAN SUBMISSION FOR THE LOT. PROFESSIONALS, INC., AND DATED JANUARY 10, 2020, AS AMENDED.
. l SECONDARY` - `31? -' G I� j I / 3. INVERTS AND CHAMBER ELEVATIONS SHOWN ARE SPECIFIC TO THE LAYOUT Q
j ELECTRICAL i ` , ti I / I I / DEPICTED IN THIS PLAN. THE SYSTEM MAY BE MODIFIED IF WARRANTED Z J
1 EX- CB 1 EX. CS 8
Cr a, WITH APPROVAL FROM THE SOUTH WINDSOR HEALTH DEPARTMENT. SURVEY NOTES.•
VAULT i' 301.3 J / TF.313 08/313.38 TF.310.51/310.84 EX. CB 9 Q
„ 4. BENCHMARKS TO BE SET AT TIME OF AS-BUILT. 1. THIS SURVEY AND MAP HAS BEEN PREPARED PURSUANT TO THE a
I, lNV.303.68(18 NE) /NV.305.0 (18 N) TF.310.49/310.83 REGULA77ONS OF CONNEC7CUT STATE AGENCIES SECTIONS 20-3006-1 M
/TF' i < ; 301.1 , J /145 INV.309.83(15" SW) /NV.306.3 (15" W) /NV.307.79(6�) STREET TREE NOTES: 77�RU 20-3006-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN
INIX-303.65(24 SE) /NV"•304.9 (18 SW) INV-•307.29(15 E)
Tu c THE 5TA1F OF CONNEC77CU7"'AS ADOPTED BY THE CONNEC77CUT
�� �- '' 3p j I F p / /i r/ �L 1. ALL TREES SHALL BE HANDLED BY THE ROOT BALL AND NOT BY THE ASSOC/A77ON OF LAND SURVEYORS, INC. ON SEP7EMBER 26, 1996. r C in
ANTI-TRACKING PAD SEED MIX TRUNK OF THE TREE. O QQ
\ 7 w TYPE III / I/OL. C�6 2. ALL ROPE OR TWINE SHALL BE COMPLETELY REMOVED ONCE THE TREE • TYPE OF SURVEY lS AN IMPROVEMENT LOCATON SURVEY - W
_I I FOUNDATION DRAIN O tI I I I III ii HAS BEEN PLACED IN THE PLANTING AREA, BURLAP SHALL BE ROLLED PROPOSED - AND IS IN7FNDED TO DEPICT THE LOCA77ON OF
INV=304.7 320 SF* Sit' / WF"� �1 ♦R
EX-CB 1 \ {r �i \ �'�`- / DOUBLE ROW .`PROPOSED ��`\��-C�NNFQ��'�, DOWN AND CUT OR TUCKED UNDER THE ROOT BALL. PROPOSED IMPROVEMENTS RELAJIIE TO PROPER JYLINES. a v O
/ (SEE C.B SCHEDULE) ` UNDERGROUND UTILITIES Vr �, `y '��• �,w '•��0 3. ANY WIRE BASKETS SHALL BE CUT AND THE UPPER 2 3 REMOVED
\ SERVICE LINE, TYP. - r w 302.2 ; I CL SILT FENCE Q-, �� /
•-� u i 1 � G AFTER THE TREE IS PLACED IN THE PLANTING AREA. THIS IS A RESURVEY BASED ON MAP REFERENCE/1. w o
- j DRAINAGE -j C7
_ 4. ALL TREES SHALL BE FRESHLY DUG WITHIN 30 DAYS OF DELIVERY TO r a
PROPOSED UNDERGROUND UTILITIES t EASEMENT (DAYLIGHT) 0 O I u / - - THE PLANTING SITE. • HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS AND vV,
1 Y. v, 302... �Tp _*' ; * _ 5. ALL TWINE,
EU Electric & Communications ¢ i ) 301.95 - ROPE OR ANY OTHER OBJECTS AROUND THE ROOT BALL IER77CAL ACCURACY MEETS CLASS T-2 STANDARDS.
i IR (TO BE SET)_ �`\ / 3 459 ' �� SHALL BE REMOVED.�-_ , �--•''..'�`. � '� SHEET
$ WS 1" Domestic Water Supply 303.5 88; 47"W _ J ;�0,�:• /O NgEO,•� Qi 6. A PLANTING AREA OF TWO TIMES THE DIAMETER OF THE ROOT BALL TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS No7F0
INSTALL RODENT : ` r F��''•-� _.• ��'
GS Natural Gas �. _ i G �� SHALL BE EXCAVATED. THE DEPTH OF THE EXCAVATION SHALL BE TWO HEREON.
�t r ; - ! 318.92 �� "` '�iNA EN��` INCHES LESS THAN THE OVERALL HEIGHT OF THE ROOT BALL AS
SCREEN FOR ALL I 7, c0000pl
FD `r FOUNDATION DRAINS - ___l �- IR (TO BE SET) I I I'I I t MEASURED FROM THE ROOT FLAIR ON THE TRUNK TO THE BOTTOM OF
6 PVC Foundation Drain or,_ ; �lT, -�. j lam, I - z THE ROOT BALL.
V
THAT DAYLIGHT, TYP. - rrr1-r 11 6 e L' r 12327
SS Sanitary Sewer ; - � - '=T L T=�I 1=ITT-III'X 11-ITI`,- _, 7. ALL EXCAVATED MATERIAL SHALL BE DEPOSITED AT AN APPROVED SITE. LAWRENCE R GE/SSLER, ✓R., L.S. L/C.I-y
AIL
LEGEND Y ��, .,� W ►- E
EXISTING DESCRIPTION O o ^ ^ w
BORINGS �* LL v y cc I-
rrrn W a0 OD C
N - LL. - OH O• y no
TP WaMOI 6 C NW
BORING / TEST PIT LOCATION O o N 0
N ,o 'c a
Go co c
COMMUNICATION 3 D z a
cx OVERHEAD COMM. LINES (CABLE, TEL, ETC.) �S
- - - cx- - - cx- APPROX. UNDERGROUND COMMUNICATION LINES b 0 3 J a
TOWN OF EAST MINDSOR ; -i V
O
TOWN OF SOUTH WMDSOR _ H
CONTROL POINTS y Z
H wa
W J
BENCHMARK 31%
DOMESTIC WATER - - Q o�
■�
- - - Wx- - - Wx- APPROX. WATER MAIN
don � y�/� as
- - - Wsx- - - Wsx- APPROX. WATER SERVICELa
��
wv
J ,�
WATER VALVE LSITE y � '°
FIRE HYDRANT
-c v
LIGHTING
' POLE MOUNTED LIGHT I
NATURAL GAS
GAS VALVE ) os
1 . . . Ex. c6 LOCATION PLAN yy
1 „ = f o b
1 -2 000,
C.OE�
- Ox - - Ox- APPROX. GAS MAIN p�
/ Z ( l TF.•310.51/310.84
- - - csx - - - csx - APPROX. GAS SERVICE LINE j . . . . . INV 305.0 (18" N) F
POWER o INV.•306.3 (15" W)
s
I / INV304.9 (18" SW)
Eox ELECTRICAL LINES, OVERHEAD f a
- - - Eux - - - Eux - APPROX. ELECTRICAL LINES, UNDERGROUNDI � -
r
COL.) UTILITY POLE _ _ g� 34
_>� u c
/R TO BEST) EDGE OF YANKEE GAS LOT 8 �� ,� � g �
5,
`¢� UTILITY POLE WITH LIGHT f �/ ; EASEMENT ,, a �� �` V os
& EVERSOURCE � � `
UTILITY POLE WITH TRANSFORMER 2" JAP MA LE Fi c�Toi� EAr _ o „ W
PROPERTY N8
--- �� - -� ILL�:35 47 E 300-. v-
- PROPERTY LINE 4 --. T 472.47' l lR (TO BE SET) v A N
i
EASEMENT LINE .--�- -.` }' � �
EDGE OF 20' STREET L \ 1 - �' �- \ -` of \ \ O O C O Lp
Lp
0 IRON PIPE / / TREE EASEMENT \ , ---'� -�-- 10' S.Y. \ 1 -�'� L i- Q
® IRON ROD °° / - _ _ `��r, w �, w } \ o \ \ I / ( LLD cd V- O�
00
� \ ` . pcn No� MONUMENT x306.s �' W N / wo N C O�ROADS �x 304.5 dLx 301.5 GUARD RAIL d ca O O as-� OR -o-o- SIGN o° �'�. \ / I`NV IN 304.66 \\ \ I V
SITE FEATURES / 8 I / ) \ 1 N x307.4 Q
I O
/ x314.13
•• • EDGE OF WATER N� ���' x313.5 p✓k S 0 / o�
gcli
-x x x x- BARBED WIRE FENCE 4 Jo/` / �0 ` x �� dos +� DS INV OUT.•304.41 \ �' I D-BOX ! N
fco
Z � Ln m
" D� x 314.2 6 PVC ` IN V ;N.•300.26 i w o
CHAIN LINK FENCE / _ '\ Q h i v - Z u
/ d-1872 36 ^� DS `� ^� x 306.5 sr `) \\ lNV OUT.300.18 o O N U i < w c7
-- RAIL FENCE ^ R=225.00 �� 0 ce
Z0 dry. _.._ ...._.. sx..._._... / 4 PVC ` \\ Jn` a `coo i o cYn
/ L=71.51 ' �9 5.0'
- - STOCKADE FENCE
P INV(S):305.15 l - C.0. \ -----
WIRE
lR TO BE SET) / Q `� � \ -.... .__.. .-- ',..
/ EXISTING HOUSE ssY \ _" / W
FENCE T � ��
STONE WALL i5 / # 18 GEDRIM PLACE 4.0' !" _ \ I
D FF.316.31
OR SEPTIC TANK ` T' s �. D-BOX y '� ' ~
�3 TREE {TO B T) "'•. e� 1 ^ �/ +,jy FF GAR.•314.32 % ^�� �-�"'.`• •y.,\ c �
/ R / r - - - _ J ss '- lNV OU N 301.16 INV IN. I i Ii ,
TREE LINE f. x313.3 s �`r S �ry ; - \ - - 4" PVC I o H
SANITARY SEWER / .� I) eux ` -A
R.s. ; G� }� / I V
N
�( 314.21h / - 1 - ss n I .O lx
U LU
- - - sx- - - sx- APPROX. SANITARY SEWER MAIN f \ / �' ;,k _� ��`' / _ ) i ! ? O �� Z
- - - ssx - - - ssx - APPROX. SANITARY SEWER SERVICE LINE 02. �/ - - Q Z
\ 2 x 305.9 x 304.6 I ry J
x314.04% ll 1 � �
_ / \ t I V
Qs SANITARY SEWER MANHOLE • . ` �� � ` / �iT � / / x302.7 6: ,, '
SEWER CLEAN OUT L ~ 4P1�<Fl /j/I DS' �\\ /
IN V 4" CPP r � + lNV OUT(FD):305.17,E � I '� � � O � O
STORM SEWER / \,. �� EL:311.31 } ��� \ II I �,/ x301.7 OPEN SPACE 0 0
APPROX. STORM DRAIN PIPE \ �o� �� ` 313.50 �,� I I A/C\ \ \ \ / - �. .._. .�4 V Z_
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> - - - - - - - - - - / ,;,, #18 GEDRIM PLACE
95 CONTOUR \ \ s. \ _ J / I I \ I LOT 9 N ,
X 61.95 SPOT ELEVATION \ C / , } \� I 81,338 SO FTco
J WETLANDS �\ ��1 ��.''- ..310 /+ ti / oGi!/� , 1.867 ACRES
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Q 1. PROPERTY IS IN THE RR ZONE.
0) 2. PARCEL CONTAINS 81,338 SQUARE FEET OR 1.867 ACRES Z
J. HORIZON TAL DA TUM IS BASED ON NAD83. VERTICAL DA TUM IS BASED ON
NA VD88. b
1 4. PROPERTY DOES NOT FALL WITHIN THE LIMITS OF A FLOOD HAZARD ZONE 0 v
SURVEY NO TES:
AS DEPICTED ON. 'FIRM FLOOD INSURANCE RATE MAP NUMBER
>° 0900JCOJ82F & 0900JCOJ81F TOWN OF SOUTH WINDSOR CONNECT/CUT THIS SURVEY AND MAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF
HARTFORD COUNTY COMMUNITY NUMBER 090036 EFFECT/VE DA TE' CONNECT/CUT STATE AGENCIES SECTIONS 20-30Ob-1 THRU 20-300b-20 AND THE O
912612008 FEDERAL EMERGENCY MANAGEMENT AGENCY FEDERAL 'STANDARDS SUGGESTED METHODS AND PROCEDURES FOR SURVEYS AND MAPS IN THE
INSURANCE ADMINISTRA TION.
3 STATE OF CONNECTICUT"AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND
5. ALL LOTS WITHIN THE SUBDIVISION SHALL HAVE THE RIGHT TO DRAIN
Q SURVEYORS, INC. ON AUGUST 29, 2019. b
SURFACE WATER OVER ABUTTING LOTS AS DEPICTED ON THE APPROVED W N
ch SUBDI VISION PLANS. NO L OT MA Y CREA TE AN IMPEDIMENT THA T WOULD
E� RESTRICT THE NATURAL FLOW OF SURFACE WATER FROM ONE LOT TO • TYPE OF SURVEY IS AN IMPROVEMENT LOCATION SURVEY - RECORD AND IS W
a.. INTENDED TO DEPICT THE LOCATION OF IMPROVEMENTS RELATIVE TO PROPERTY > a ANOTHER LOT. LINES. 0 '. b
Q 6. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED
AND NOTED HEREON HA VE BEEN COMPILED, IN PART, FROM RECORDui
p MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR THIS lS A RESURVEY BASED ON REFERENCED MAP. m O
_! GOVERNMENTAL AGENCIES, FROM PAROL TESTIMONY AND FROM OTHER MAP REFERENCES.
SOURCES THESE LOCA TIONS MUST BE CONSIDERED AS APPROXIMA TE IN ��„����'�' "'�+, • HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS VERTICAL ACCURACY
+� OF hN MEETS CLASS V-2 STANDARDS. TOPOGRAPHICAL ACCURACY MEETS CLASS T-2
a NA TURF. ADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ON THE SITE, 1. CHESTNUT RIDGE OPEN SPACE SUBDIVISION UTILITY PLAN 534 BARBER HILL ��, ��•""'•"F � w b
i D. C'•, STANDARDS. _ _j N
THE EXISTENCE OF WHICH ARE UNKNOWN TO DESIGN PROFESSIONALS, INC. ROAD SOUTH WINDSOR, CONNECTICUT GIS #07800534 DA TE.-111012020 + R`f�(�� �.� e
THE SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURES MUST BE REVISIONS.- 412212021 SCALE.- 1'=40' PREPARED BY DESIGN ��� ��G� TO MY KNOWLEDGE AND BELIEF, THIS MAP 1S SUBSTANTIALLY CORRECT AS NOTED U) N
FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR PROFESSIONALS, INC. ; : {�; HEREON.
i TO CONSTRUCT/ON. •y�+ •
7. CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" FOR UNDERGROUND °* SHEET
UTILITY MARKING AT LEAST TWO FULL WORKING DAYS PRIOR TO START OF No. 16786 d
oCONSTRUCTION: 1-800-922-4455 OR WWW.CRYD.COM. r9�"�jZSleNSQ,0a®Q`
BA CLARKE., L.S. 16766 V�l
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8/31/22,8:26 AM
Town of South Windsor Building Department
to~� f1
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RESIDENTIAL CERTIFICATE OF OCCUPANCY
Building Permit: BLDP-21 -861
'rket
dSOQ(OC
APPLICANT LOCATION
NAME: Richard Mannarino ADDRESS: 18 GEDRIM PL
South Windsor CT 6074
EMAIL ADDRESS:rick@mannarinobuilders.com
OWNER:Mannarino Builders Inc
ADDRESS:400 chapel road 400 Chapel Road Unit 3F
south windsor,,connecticut 06074 South Windsor Connecticut 06074
DESCRIPTION OF WORK: 4 1/2 bath,4 bedroom residential home with 3 car garage and finished basement.
CONSTRUCTION TYPE:
This is to certify that 18 GEDRIM PL under permit number BLDP-21-861 conforms substantially to the requirements of the
Connecticut State Building Code and the zoning regulations of the Town of South Windsor and is hereby approved of
occupancy as indicated above.
'k4- lr-�
July 21, 2022
BUILDING OFFICIAL DATE SIGNED
—ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT-
-PERMIT ONLY VALID IF SIGNED BY BUILDING OFFICIAL—
1/1
SITE COMPLIANCE CHECKLIST
TOWN OF SOUTH WINDSOR,CONMECiICUT
*****FOR C OF O*****
ADDRESS ±'f C-2 e�.�e-, �✓1 �— LOT/UNrr4 Reviewed by R D (Engineering)
CONTACT/DEV Date Reviewed ?g ied
PH#��- a1S"A Reviewed by (Planning)
Date Submitted •1 Date Reviewed led
Date Reviewed Approved/Denied(Health)
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 shag 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 parldng
4. Utility location;
✓ a. sanitary sewer/septic systems
b. foundation drain
C. electrical&telephone
d. water
—� e. offer GAS
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: f.)�� n ,Ae lRi
s/engineering/moRay/site compriance cheddist