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HomeMy WebLinkAboutMiscellaneous Correspondence Pleasant Va N/f NlF C. Ls P Co, 6�4R�?1Ne�Tdilf ['dis�OD♦�f/N/!�M �4SS0�. sr rV 9b Ara' sr tea ��V7�d 8. Z A--- _% ems, - 19 � I I Test Pit B C Test Pit A iq: SZ,1 2f 38 Sf 0 "-6 �' - 7andy Loam /.?D8/�A� �� 0 ��_6 _ Sandy Loan? 6 11-54" r lay gq? 4I 54"-8 . 5 ' - silty sand sy . I �a ��� 1 6 "-52" - Clay Sand- layers , clay ,4 r I 52"-90" - some layers 7 01 / Clay Grou id Later @ 7 < / Sand Mott-le 60"-65" Q. I/ V 90��_g . 5 - Clay mixture I SEPTIC SYSTEM CG'QST- �°° In�iin III IO � lagers Total area within: and �� � h At �I Mottle 6n between leaching Itre- a� w I- ki nches to be stripped �^ a � �/ ' of topsoil and filled M '' � {�� � M S,entiL System. c,dth pervious soil tol M a ab 3 Beeroom Res . elevation 101 . 0 and '' �z Perc-use 20 min compacted. Leaching g010 I gor fill soil - trenches shall ue du do 0 G; Reouired 675 down below clay layer �„ � 2! ' SF. Leaching Are and backfilled to c '`B- trench bottom with r Kqq,� Use - 3 Leaching clean sand. Excava- ti 4$ Trenches - 75 ' tion and backfill to i Long - 3 ' Wide be approved by the Sanitarian nriox to � , stone o�: � 7-,Fsr P/r 0 Use 1000 Gallon placing 7Vo Geovvo- .2 qb Septic Tank pipe for leaching ,� iycrue it / trenches . 93`/. 8 0 0 sr P/rA I t'Y7IF-/-f 1BReP to f4 C rP 1 a• Oi'/V - -s------�-�--- — --- - -- G. 7• / 4% . P�lJVCN Mg2K 9y �. 6itt>�o �� 96 r►o c ���o a t 4 e► � PRD�EJPTY O<< OA V/O W. r/LL M. O TT1�N LUCEK ENGINEERING ASSOC. INC. NO. REVISIONS DATE SCALE/ S/ ' DATE 4101105 CONSULTING ENGINEERS I LA�ti.vb t'Q�N SY 2 DRAWN ML CHECKED FWNL 490 BUCKLAND ROAD .r STA. -8 SOUTH WINDSOR. CONN. 203644-0550 PROJECTS f SHEET I of 1 HEREBY CERTIFY THAT THIS, MAP AND SURVEY WERE PREPARED IN ACCORDANCE WITH THE ST ANDARDS OF A CLASS SURVEY AS DE'- . D IN TH XISTING E OF PRACTICE ` FOR STANDARDS OF ACCURACY OF SURVEY!;- „• PTED B E CONNECTICUT ASSOCIATION OF LAND SIIRVEYORS INC. .�fY.�,t�'".jtri`3' °i�.. .A '.`•"6...'T� '1�ic4tT`i�tf"�y1��"'A"�''s-�{xs.sc�Y �!k 7 THE JACK- PARRELLY. COMPANY= 67 - COUt PHONE203 09714 ONI ROAD 203243A715 �MNA CONN.0E002 203 MI718 AVEVEN CONN.05473 PHONEM777.M AIR TEST DATA SHEET owner (Namo of city.district.,etc:)-_Tc k c -On Ar-03 Test No. f ' Identification of PIP*.Installation(Job name. location.contract number.etc.)- P/e- C�[ f �� Field Testl1:0atas (To be filled In by the Inspector)Data, eg / . Specifled Maximum Pressure Drop: Identification of Plpe Material Installed- Pipe Under Test Specification Time Field Test Operations Data Upstream Downstream Dia. Length Refer to Pressure tiallyye Time- -P esog es T st T st E7lniaa ors MH eta d MH eta# D, L: UN1-1346 Raised To to Stabilize Pressure Pressure ,(minsltc) Fall ffy (nr) (ft.) (minaec) (ps19) (min) (ps19) (ps19)ZMO? ✓1n! r .S. f, _ - l J �C�• l N i . ,;. Inspector's Name and Title: r Si9naturo of Inspector: It a section fails,the following Items should be Completed: Identify section(s)that failed Look (Was not) located. Method used: Description of leakage found: Description of cotrective action taken: For test results after'repalr refer to Test No. . Inspector x: Z07 —EVERETT O. GARDNER & ASSOCIATES 5T6 OLD POST ROAD TOLLAND, CONNECTICUT 06084 F� f �yy Kv.• mlltAl . I ^�� y ` t In 0 (' Q' -D M A,4 U p d 8.�.�I•d .� � � ! Jj � G i 4 Z a LJ 4 . vi f: -o— Z Z S 13'T To -^I t-4 s-i-_ i . i3oE } • EL 6E pf/ yl z j ° LOT "A", LAND OF PAUL N. & DIANE LA FRANCE TOWN OF SOUTH WINDSOR, CONNECTICUT SCALE: 1 " = 40' Certified substantially correct. E L.S. #4395 & P.E. r4395 August 5, 1976 REFERENCE: "Property of Paul : N. La France, Pleasant Valley Road, Windsor, Conn. . .Feb. 1969 by William J. Carrington, Ref. L.S. "..o��° ©;"Q--:C�;s 4 -'7 F No. 4395 , PROFESSIONAL ENGINEERS LAND SURVEYORS }� gFGIsrE9�, - s� PbSr��Su V03R $,r