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t,AN0 ,`�URVEYfNG - HISTORICAL LAND RECORD RESEARCH
COMMERCIAL & RESIDENTIAL OEVELOPMENT
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P.O. BOX 184
179 PACHAUG RIVER DRIVE
GRISWOLD, CONNEC77CUT 06351
TELEPHONE (860) 376-2006
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t,AN0 ,`�URVEYfNG - HISTORICAL LAND RECORD RESEARCH
COMMERCIAL & RESIDENTIAL OEVELOPMENT
—
-------------
P.O. BOX 184
179 PACHAUG RIVER DRIVE
GRISWOLD, CONNEC77CUT 06351
TELEPHONE (860) 376-2006
FAX (860) 376-5899
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141, PAGE' 28 01 iTHE TOWN OF Mt.)N'TtIVILLE LAND PEECORDS� I
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.j "PQO� ': TY OF MOHEGAN I�LEAL.7)1 60� iNC'., MONTVILLE, CONN., SCALE.
1 " '=16)0", MAY 7, 1960,' PPEPARED BY THOMAS M PETERSON,
-D , VA-` SHOWING LAND OF I-ALVIN H, JR, & PHiLLIS R. HEATH, 16 F7ELDING
19 P'VE, i , iNCAS-VILLE, '�"',ONNECTICUT` S(ALE: !`--40% OCT 2, 1972, PLAN
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�-' 'CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP, TOWN OF
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11
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7-,qP' V0NT-WLLE-NOR'vV/CH TOWN '-1NE, S(A'L,E- 1--80' ? DATE,, DECEA48EP 27,
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FROM WOHEGAN REALTY CO., INC,, BY THE STATE OF CONNECTICUT �,.,
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VROM COUNTY OF NFW ��,,ONDON BY' THE STATE OF CONNECTICtg, 5 �
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GRAPHIC SCALF
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20 0 to 2.0 440
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A- SMP ALL TOPSOIL, VEGETATION AND ORGANIC WTRW IN 'HE AREA OF AND 5' SURROUNDING 774E
PRIMARY LE .
ACHING TRENCHES.
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i ' ,-.-PT ,- ' - -IL 30EN77ST. THERE fS NO P90POSED DiSTUR6ANCE OR FILLING OF ANY REGULATE'D IN[AND WE
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"�OISIOP -ON-FR
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THIS SEPTIC SYSTEM iNSTALLATION INCLUDING ALL AMTERIALS (PiPING, SEP77C TANK, STONEE� F7LL, ETC.� USED
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DEEP TEST PIT AND PERCOLATION TEST i�`CSU-11
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FOR THIS SEPTIC SYS7EM SHALL CONFORM TO THE CURREWT EpmoNIREVISION OF THE -TECHNICAL STANDARDS
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DEEP TEST PITS WERE WITNESSED 3Y DAVID �--,'.,,�-,i m -!o, ;j-1 r-
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FOR SUBSURFACE SEWAGE DISPOSAL SYSTEMS' REVISE0 J4NUARY 1, 2004 OF THE CONNECTICUT PUBLIC HEALT4
DISTRICT AND JOHN FAULISE, L,.')--. O� BOUNOAPf i ,�, j �
'E'S � i (" "IN) �;
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CODE BY THE STATE OF CONNECTICUT DEPARTMENT OF PUBLIC k4EALTH,
PERCOLA77ON TEST WAS PERFORMEP, 13', R I b, Q� -) �.?. "
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THE PRoposED HousE sEwR F7?oAi THE BUILDING To THE sp, nc TANK SHALL BE SCHEDULE 40 PVC ASTU D
TES T PIT # I
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1785/ASTU D 2665 OR APPROVED EQUAL AND INDICATED IN TARLE NO. 2 OF -TECHNICAL STANDARDS FOR
0"- 4" TOPSOIL
SUBSURFACE SEWAGE DISPOSAL SYSTEMS*. ALL OTHER SEWER PIPE FOR THIS SEP77C SYSTEM SHALL BE 4' PVC
4"- 19' TAN MEDIUM SAND" LOAM
;
I- -
I = 2,�'3
AST1W 03034, SOR 35 WITH RU68ER COMPRESSION GASKET OR 3ELL AND SPIGOT OR APPROVED EQUAL,
19'- 94' MEDIUM COARSE SAND ANE) ("RA, 0- �
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3.
THERE ARE NO WELLS (POTABLE, GEOTHERMAL, OR IRRIGATION�) WITHIN 75' OF THE PROPOSED SEP77C SYSTEM.
NO MOTTLING, �410 GROUNDWATER, N('l L,cf)(';ic
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THERE SHALL. BE NO STUMPS OR BOULDERS BURIED WITHIN 50' DOWN GRADIENT OF THE SEP71C SYSTEM.
TEST PIT #2
off- 8" TOPSOIL
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SHOULD ANY SIGNIFICANT VARATIONS FROM THE TEST HOLE DATA BE ENCOUNTERED DURfNG EXCAVATIONS (LEDGE,
8"- 50' TAN MEDIUM SAND� LOAM
,� �� 11
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GROUNDWATER, UOTTUNG, SOIL TYPE, ETC.), THE DESIGN ENGiwER SHALL BE NOTIRED PRIOR TO INSTALLATION OF
k-�
50"- 97" MEDIUM COARSE SAND ANU `R1v;,
1 � ,;. ! ,,.'4.'
THE SEPTIC SYSTEM
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ALL EXIS77NG UTILITIES ARE APPROXIMATE ONLY. THE CONTRACOR SHALL VERIFY ALL UTILITY LOCARONS AND
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1 1
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00 -ORE IGO
ELEVA77ONS PRIOR TO ANY CONSTRUCTION. CONTRACTOR SHALL NTACT OCALL-6EF -YOU-D AT
0'- 1 I" TOPSOIL
-1 P
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48 HOURS PRIOR TO ANY EXCAVADON.
1 1'- 55' T, L
'AN MEDIUM SANDY i0AJV
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55"- 81' GREY SILTY SAN[,',S AND ,';�Wvl
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APPROVED AGGREGATE SHALL BE STONE AGGREGATE OR OTHER PRODUCTS APPROVED BY THE COA41WISSIONER
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OF PUBLIC HEALTH. STONE AGGREGATE SHALL BE BROKEN STONE, CRUSHED STONE, OR SCREENED GRAVEL
TE S T 'PIT #4
- �
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MEETING THE CONNEC77CUT DEPARTmENT OF TRANSPORTATION FORU 816 (OR LATEST REWSION THERETO)
0'- 4" TOPSOIL I
I -- 4 - ' /'4 "
SPECIFICATION U.01.01 FOR NO. 4 STONE, FREE Or'SfLT, 01W, OR DEBRIS, SHALL SHOW A LOSS OF ABRASION
4"-- 2 1 " TAN MEDIUM SANO? LL)AM
4 , ,
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OF NOT MORE THAN 50% USING AASHTO ME7HOD T-96 AND CONFORM TO THE FOLLOWING:
%
21 ^- 9 7" MEDIUM COARSE SANO AN,I-i ,f",�,-1 ot,
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SIEVE SIZE X PASSIN
4 I I / z
2 INCH 100%
P-- I PERCOLA 77ON RATE 0 28' DFPT�4 �--- li-� - A,,� ,,,':!'; ',�,,,- I i`j� - � 1
1, 5 INCH 90 -- I 0ox
1 INCH 20 -- 55%
,314 INCH 0 - 10%
318 INCH 0 - 5%
1
7.
NO DEVL477ON FROM THE APPROVED DESIGN PLAN SHALL BE ALLOWED W17HOUT PRIOR P V
AP RO AL FROM THE
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