HomeMy WebLinkAboutSeptic New 488 Strong Road TOWN OF SOUTH WINDSOR
HEALTH DEPARTMENT
Application for permit to install a new/repair subsurface sewage disposal system. To the Health Department,
Town of South Windsor.
Fee Paid Date Permit Number
As a subsurface sewage disposal system installer licensed in the State of Connecticut, I
Name, Address, Telephone Number, License Number
hereby apply for a permit to constru /repair a subsurface sewage disposal system located at
S-2�'6'W and owned by
S reef, Address, Lot Number 7— Name
Address
Information to be supplied by Applicant:
Type of dwelling If non-residential, estimated daily flow
Residential,Commercial,Etc.
Number of bedrooms 3 Size of lot f
Number of fixtures above basement
Tubs,Sinks,Toilets,Etc.
Number of fixtures in basement, if any ,
Pumped or gravity flow,
Type of water supply J�G34/G If private,type of well
Public-Private
Information to be supplied by Health Department:
Soil type at various levels
Percolation rate Square feet of effective leaching area required J��
Size of septic tank Type of system `TTZ_L- /
Trenches,Drywells,Etc.
Number of dry wells, trenches, etc. �- . Distance between individual leaching
units. Distance from well on same property on adjoining property e!
Curtain drain required
Yes,No
Height of system above ground water 2 maximum groundwater
ledge impervious soil layer
If automatic closing is required,description
A PLOT PLAN INDICATING LOCATION OF PROPOSED STRUCTURE, WATER SUPPLY, SEPTIC SYSTEM, EM-
BANKMENTS, WATERCOURSES, PROPERTY LINES AND ALSO INDICATING EXISTING AND PROPOSED
FINISHED GRADES MUST BE SUBMITTED BEFORE THIS PERMIT CAN BE ISSUED.
THIS PERMIT IS NOT TRANSFERRABLE FROM PERSON TO PERSON OR FROM PLACE TO PLACE.
NO PART OF THE SYSTEM SHALL BE BACKFILLED UNTIL IT HAS BEEN INSPECTED AND APPROVED BY THE
SANITARIAN.
SPECIFICATION AND REQUIREMENTS AS STATED IN THIS PERMIT MUST BE MET AND ANY CHANGES MUST
BE APPROVED BY THE TOWN SANITARIAN BEFORE FINAL APPROVAL WILL BE GIVEN.
THIS PERMIT SHALL NOT BE CONSTRUED AS PERMISSION TO CREATE A NUISANCE CONDITION NOR IS
THIS SYSTEM GUARANTEED BY THE HEALTH DEPARTMENT.
Permit Received by Date �d
Signature of Appl cant&L_ icms Number
For Office Use Only
Permit issued by Date
System installed by
Final Inspection Approval Date
,Fesign
ofessionals, inc.
civil engineers • planners • surveyors LETTER OF TRANSMITTAL
TO: DATE: ¢�ZZf 9Z
VzL)AJ G.G ur,� GcJi�
REGARDING: OiUC7 ��A� �o� PROJ. NO. 90 Z'7
WE ARE SENDING YOU:
for your use —Xat your request
for approval for your files
for review and comment
THE FOLLOWING:
UtC
Design Professionals, Inc.
By: i� /ai_,
441C Governors Highway, South Windsor, CT 06074 . • (203) 291-8755 0 FAX: (203) 291-8757
�v
SOILS TEST DATA
TEST PIT "A" TEST PIT "B" ---Wva"9E r(r"0471 1�fPAPI
D"-14" TOPSOIL 0"-14" TOPSOIL z
14"-28" COI4PACT BROWN SILTY SAND 14"-38" MEDIUM SAND _—uNnlars
28"-64" FINE SILTY SAND 38"-80" MEDIUM SILTY SAND
64"-108 MEDIUM SILTY SN'D 80"-96" COARSE SAND
WATER @ 90" WATER-@ 90" WI FT
MMMING @ 42" MlC TLING @ 48" F.
NO LEDGE NO LEDGE
82
I
-uaFr Rune �
0
� 8,] fnNNrCRra!If ufn Prrnl-' / •-A�rfrtl fr'll-n CHAREST
84 :n Rev011len WAOTY 94 '/J "m
frlrT COfYMtrFNI AOTy
IN N i'Cl,rT
N 68 53'10"W fdbMrNrNT
1 150.00 NS325'25nw /
l FL-81.98 59."iq I -% --
\ 1 1114anr NOI—A- nu" 4 P-1 Yeonl Mt 11-111 J
1 RESERVE AREA Tp.A • ` LWO COMPARTMENT SEPTIC TANK
' I —— — - —
84 1— ,
\ 50 AR YARD 60 LF , t z' 'MALLS
\ O FL=81.0 a 8LF
86 \ \
\ \ ' -*'FL=81.10 60LF , 1. [kfromnrlaly and tolxgraphic information taken from plan
_ ("fit it Ir'd "pl0pol ty Of Kirby Ilolcoutx, Strong Road, Snulh '
LOT L•] oA WirxlSnr, Connecticut", dates] Decemlxr 19, 1986, prepare(l «. ;
y by Lur-ek Ellginr'ering Assoc., Inc., South Windsor, rt.
92 90 41,007 sq. Z �81.35 2. Tit)e Of tot not researched. ,
Ty h�
0.94aC. a \9\ / Parcol iS rxrt 1(xated in the 100-year flood hazard zone. L I�
4. Ilouse sewer to he 4" I.D. extra heavy cast iron pipe with 7� LOT I Lx-11 and spigot jnints, leaded or equal, spt at a min. slope i —
3 TP_ FL-83.33 -- ' N/F Or 1/4" per ft.
5. Septic System Desiqn:
96 \\ o o\, FL=a1.e� SIMONSON - (1.0 min./in. TM Box
�)O / No . bedrnorns - 3 Perc. rate
�a \ R(wlnired tank carv-wity - 1000 gal.
} BSMT.FF=84.5-v
\ O r \ a 84-s cD IcD / Rrquir(d ]caching area - 375 sq. ft. LOT TO SCALE
LOT 3 \\ \ N a \ T.O.W.=92.0 O N Tlench length required - 125 I.f.
`\ 80'� 461 4 ID / Use 2 1relx-hrn A 60 ft. lonq tied togM her - 121) 1,f.
—
/ \ ` N.,ww\ \ — (V / !n. Ti�G4G �O�L n10 (JELLS vFss�.lJ A i5o F'r
NTird GZo®ofED ✓ivr7G Syir fM.
54'UI\ING LIN
71\ ` \
,86 rlufEh
— ifw. map
9 welt Paerr 'loco�`�°'Ar'AM i STAIM IIe M� '�o
rear xolor 10
NI Jr� PorT LwKam FTln11 Pof1R '� M IM Of r19 roar. . O �.'� 21
�•� Nq ill- q
r I I a��►/a ". ��4'PERFORA
_ 207.00 89z ` '� 1r rVti �',v.c.
� r IY uN•
S68 53'10"E r JE
W �r At tN W - 3'-a' Sceened? Broken one
18' Mft Grnvel
T BONG ROAD
/ xilxarrMaaliaa+
GRDUND WATER H� �ti,,< - cC «+
a ATUAN FLIM FANM To 4.wMat IM ya
94 I1MrM uo o°fr�er. a(o ! c G
92� ' xupa n To Ira 1r1e1w >K 0MVA1®aaa r �� ,+Q,`v
90-�� 4'-0• min a ,�
LEGEND .°°sllL O IRON PIN TO BE SET LEDGE 'A
' k 1`
—90--- EXISTING CONTOUR SCALE: I11=401 1196 !!;�
--��-- PROPOSED CONTOUR
DEEP TEST PIT TYPICAL LEACHING TRENC e F sI S
CONSTRUCTION NAL
SILT FENCE CONSTRUCTION OF SYNTHETIC FILTER BARRIER room
NOT TO SCALE
: S'r
I IR;ItERY UE�l'A1tE 1'IIAT THIS nAf IS SIIRSTAIITITLI,Y COPPER THIS 11AP Atli,
SIIftV F.Y WF.RP. PREPARED IN C Af'OROANCR WI1'il 111 F. NIDARI,9 Of- A f'LASAC+)
y- -
' - t
_ / 'SUnveY AS ner1UEn IN THE "RErOnFlF.NDED STAR"APus FOR SURVEYS Am, IIAPS ���('�� STRONG ROAD PROPERTY
I 9 ZI'9z boa ,(/4) of 1IN 111E S1ATR OF CONNECTICUT" AS PREPARED ACID Af",P RY THE ee tidr g pp�y -g qq��p■ t r LOT NO.2 PLOT PLAN
•('OtINP.(T] SSOC IATIOtl OF I.AHu SURVP.YnR.^., IRO SF.P1'EtInPR Il, c 'k,6l �16,� iW d �i"e.- .�
L,..
F.F E('TIVP. J RY 7
-
128PZ
w J O
KIRBY HOLCOMBE JP 92-627
" - .,n IIV rVr,R .^,I18 MT1I I>R t.ir'EI![F. Inirinlin `. .. • . .. , I
RJA 7/24/92
SOUS TEST DATA
TEST PIT "A" TEST PIT "B" ----uAwlrer rxmr to in RAnf S
•0"-14" TOPSOIL 0"-14" TOPSOIL
-
14"-28" COMPACT BROWN SILTY SAND 14"-38" MEDIUM SAND
28"-64" FINE SILTY SAND 38"-80" MEDIUM SILTY SAND R- t
64"-108 MEDIUM SILTY SAT'D 80"-96" COARSE SAND
WATER @ 90" WATER•@ 90" 'In FT
-- ��
MOTTLING @ 42" MOTTLING @ 48"
NO LEDGE NO LEDGE ,
_- � rvnn nunr_
8 N/ -R fT ail RAIE
F v
o
82 OIMfC„n{Ar um rrrnr, Q
S cAc nrn r��rrHAREST
84 7/7" CO Mwpm"n{ Aa m Era sTao
N 68 53'10"W Rnttr m+ ruEwr °' °`"T
COWMINfT{T
Ng
150.00' 5 2g 25�,w
\ FL=81.98 9,181 I ;ENC7H NOT r7tEA 1FA )1/AN ♦-
1M_ES'ND RI M OEr+,I
� !■��� ������i��7AREARESERVE COMPARTMENT SEPTIC TANK
1 MALLS
' 60 LF
\ 50 AR YARD , \ I_
�n FL=81.0 a 9 LF , \ t'mNG' J— i
86 GOLF 1. N)undary all(] topographic information taken from plan
11� rFL=81.10 , ent itlod "Property of Kirby IlolcolRbe, Strong Road, South 1�
88 a� Windsor, Connecticut", dater] Decentxr 19, 1986, preRlred I
\ ' LOT 2 A , ` by Lur•ek Engineering Assoc, Ire_., South Windsor, Ct.
90 \ \ 41,007 Sq.ff. i �81.35 , 2. 'f i tie of l01 not researched. n
92 \ \ 0.94ac. \ 3. Parcel is not located in the 100-year flood hazard zone. +
\ 0. 4. house sewer to be 4" I.D. extra heavy cast. iron pipe with _
9\\ �) 'a r LOT I Lnl1 and Spigot joints, leaded or equal, set at a min. slope
1 or 1/4" per ft. N =
3 \ TP- FL=83.33 - N/F / 5. Septic System Desiqn:
FL=81.8T No. bedrooms - 3 Perr. rate D n04 80X
96 \ o o\ SIMONSON �1.o m;n.iin.
�\ (0 0 a Required tank capacity - loon gal.
> \ BSMT.FF=84.5 N e845 w I o / Required leaching area - 375 sq. ft. 40T TO SCALE
LOT 3 /\\\ \� ~ ` TOW=92.0 O N Trench length required - 125 l.f.
\� _46' I( (D / Dee 2 lrenctir- 9 60 ft. lonq tied logPther = 129 1.f. s
\ \ \W \ — N / lv. TNeeC AO.CC n�0 iJELLb a+.vrry,./ A ,/60 r'•7: .
i1 \
\ N .e�►o{�.S of -rNc Gr000�Eo ,5,ivnc syf+-sM.
/ \\ \\ o \ /
( N \
54'UI\ING LIN I
\ Orivix Avow
w _ 86 i t
g
` s W ` ` / +.=T POTR AID i 7RAAl[11t rC
96 \ ` _ �/ / / Q ` F MILOKE A e d 101 o CF T 70 ad L
f srAwnr roer crzori fwaw rwn rea o0 or me PONT : p p a•
o .1 i AND
' se' I2' mom j,P.V.C.
r 207.00 892 �� `� L 1Y 4N. _ I
t\ S68 53'10"EI�T I
r
1' Broken Stone i
or Screened
I i
W s W W W 18' I'drr. GrQvv S
_,STRONG ROAD l GROUND WATER I44tlS`'^13— v�•F�*' '
L ATMLN NIW FLIM F*4m TO 4 IL Tt !@a
RIM INC
R um room O W" Tom Pw COWOCT
94 / FAMW IT TO TIt Twma 11a M"YATm 301L r aas �iqj'' ,teNl _
90 '
LEGEND '"�L j LEDGE
0 IRON PIN TO BE SET
—�--- 3
EXISTING CONTOUR SCALE- I11=401 o. Ti
—�-- PROPOSED CONTOUR TYPICAL LEACHING TRENs a
DEEP TEST PIT CONSTRUCTION At
CONSTRUCTION OF SYNTHETIC FILTER BARRIER
SILT FENCE HOT TO SCALE
IIRRrnY nEr1.A1IF, THAT THIS nAr IS RIIRSTAIITIALI.Y C•ORRErl'. -1111 nAl' AIR, - -
'sUIroEY wevE rRErnneu n{ ACrom)AnCE wnv nir S'rAtIUARng or ,LAng C-I STRONG ROAD PROPERTY -`
- ,7 // i SIO VrY AS OEr-111EU I11 THE "RE"ONnENUEI) STANnAPI'r. FOR SUPVI'YS AOO nAPS, &sign LOT NO.2 PLOT PLAN
2I.9L /yQO ,(/Q 11�p IH '1llI SPATE OF COt111ECTiCUT" AS I`IIEI`ARF.0 Atli) AnnrT F.n BY
'IN $ -
IcotmrcnruT rOVRJAr)N of .Auo sunvernre, rase., rnT srr EP ,,, + * a PREPARED FOR i
t IQR4 ntln r TV
.)ANO lgn7. of
t -- -
)RA,
- ___ __ � _ _ _ - � � KIRBY HOLCOMBE i JJP 92 627 I
I.•RRvrvnn•s RICOATU E r I NRImrP i Y,�� - RJA - 7/24/92