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HomeMy WebLinkAboutSeptic Correspondence 00 Strong Road '— SOIL SCIENCE SERVICES 104 Elm Street, Cheshire, Connecticut 06410 r t w i SOIL REPORT TO: -45 Kirby Holcombe SSS Job No. 87-674-CT-SWI-13 Val,ey iew rive Client Job No. South—Wlri�C Windsor, CT Site Inspection Date PROJECT TITLE AND LOCATION Lots A & B, Strong Road, South Windsor, CT PROJECT DESCRIPTION: Inland wetland identification and classification of soils NIETHOD FOR IDENTIFICATION OF MAP UNITS Wetlands Field marking(flagging) for survey. [2 Field plotting on Property Line Map , scale: 0—, contour: 2 fit ' Field plotting on aerial photography. Non Wetland Soils i [�( High intensity field identification by Soil Scientist. Q Medium intensity identification from USDA, Soil Conservation Service Soil Maps. l ?vYE'THOD OF SOIL IDENTIFICATION SOIL MOISTURE CONDITION and Auger Dry © Moist Wet I Deep test pits (backhoe) Frost Depth in. L� Other Snow Depth ._ in. The classification system of the National Cooperative Soil Survey, USDA,Soil Conservation Service and the County Identification Legend were used in this investigation. The investigation was conducted by the undersigned Certified Soil Scientist. All wetland boundary lines established by the undersigned Soil Scientist are subject to change until officially adopted by loci;.;; state or federal regutatory agencies. i Respectively submitted by Approved by SOIL SCIENCE SERVICES Kenneth C. Stevens,Jr.' �SiiSc' ist i ai Soil Scientis Princp Field Investigator See attached page(s) ! SOIL REPORT continued f P ,. � m Lots A & II Strong Road South Windsor, C1' s J1:OcJ�.t,I ,II'LF,: 1 � —____.------------------- MA:'c:-TLANS TRANSMITTED TO CLIENT Sketch location of Wetlands and other Soil Types. fY l None :T T.V.i IERJ LTG SEQUENCE OF WETLAND BOUNDARY LINE MARKERS _ I i<U ?.3 6UMl.SARY SOIL DESCRIPTIONS I� I WETLAND SOILS Walpole sandy loam (Wd) . This is a poorly drained, moderately coarse i over coarse textured, friable over loose glacial fluvial (outwash) Soil . i i NCNWETLAND SOILS Windsor loamy fine sand (Wv) . This is an excessively drained, Moderately coarse over coarse textured, loose, glacial fluvial (outwash) soil. { i 1 i i i 1 I For further information about the soils, refer to Soil Survey, Hartford County, Connecticut. i S j Henry bu u tner "uura turic6, iiit. 24 TOBEY ROAD, BLOOMFIELD, CONK. 06002 TEL. (203) 242.6291 FIELD INSPECTION CLIENT: Emil W. Lucek Associates, Cons. Engrs. DATE: January 31 , 1989 PROJECT: Kirby Holcomb Development HSL#: 33,457-B INSPECTOR: Clay Corjulo A falling head permeability test was run on soil samples collected at the Kirby Holbomb project site, South Windsor, CT. The test was performed in accordance with the D. E.P. Specifications regarding the falling head testing procedures. The results are as follows: DEPTH K-VALUE(FT. /DAY) 1 . Location A 116" 109.9 2. Location B 116" 107.8. Very truly yours, HENRY SOUTHER LABORATORIES, INC. Hugh J. Scully, P. E. Division Manager Building Materials Laboratory & Engineering HJS: sjk 2 - Client, 490 Buckland Road, South Windsor, CT 06074 Form 33 8"-3 6 ComIng your way . . . THE NO GRAVEL LEACHING FIELD SYSTEM YOU CAN HAUL IN ONE TRUCK The Infiltrdtor"m Dyl ECEiVE •. THE ILL�� itii i111�i�il�r itii iYr • • • •c c• s = • • • • - •y, � '•�` � o e • • fit! •. •o _ • - • • _ 144 ® �I, e• • e ese • • •• « • •� • • • e� • it _ — — • • _ • �• • •o • - caeca � .. . _. . . w . . : s c •- • • • • • • e a o• • a 'o • n• • • '' • o • • - c ••o •' o• � c• os I a__ .a�_� —o • I + _ - ■ s ■a_.__. a—_� —' o a—i ii•1 itili �L i1�11 dni1L iii 1�i1 �ti�7•�� i�L i1i11•T�Li iiti IY�iL iil� TiiTii i� "la1 ilwi i�iL itii .._ . a_ r . . •---. __ • look — _ I •___ . e r �_� 1. � I `__i L__r� _ � - - r =___ _I i.__.s r �_._•._ .____ L a._.�-• --s.i ARM I L__l n_._i •Y.-.—_ i . _1 L___ � �_J n_i. _ •Le�J ��.J.. _ I 1. -_-_J L� I . ♦6��yI� �-mil L_—_-i __� •`yyI. •ly_�_�_� �yy� GLy. y��q y���y H • w w .. ` -• �• ••• • • a s • • • • • ' • 0 • • - - e• • • • • • • •• s••• • • e •.� • c• ` • - :. iC . C ... . • . . • - • . •a__.■ ._�—,. �,mil• �i�iiiti iiil i� iiiZ iii �i iii itiL iii �L iiTi1 iiii iii ILL ititi Ili•ii-fi iii ii1� 1��ii1i. ii1 itii 1iii.L il�i. i�i1 iilti he facts about gravel (stone) It does provide support for distribution pipe, reduces effluent velocity,provides limited storage capacity and supports the side and top of the soil cavity. it does not act as a filter for effluent or to prevent soil fines instru- sign.In fact, stone emplacement can result in compaction of the infiltrative surface. Stone also masks from 'h to 'h of the infiltrative area.Finally, it occupies %of the cavity volume thus reduces storage capacity substantially.Dirty stone can have a high silt content, which will reduce the infiltrative efficiency. The Infiltrator System Way The infiltrator System provides equal or better performance with for less labor, lower possibility of error and with a greater safety factor. Simply excavate a 36"wide trench in the conventional manner. Rake the surface of sides and bottom.Set the units on the level trench base,sliding the joints together.Backfill the side voids by raking excavated native material back into the void,then ccx - plete the final backfill. The end plate is the connecting point to feed from a distribution box, septic tank or in serial distribution from a higher trench line. The job was never easier. The Infiltrator is a product of Infiltrator Systems, Inc./ Patent Pending. EPPCO • EASTERN PIPE PRODUCTS Distributed by 3310 Berlin Tnpk. Newington, CT 666-N34 • 1 800-382-4581 24 Hour Emergency Service • 225.0011 123 Elm Street, Suite 12 Old Saybrook, CT 06475 (203) M-6&W b 0 ♦ W SYSTEMS INC. J.