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HomeMy WebLinkAboutCT 82-16; CALAVERA HILLS VILLAGE J; STABILITY OF OFF-SITE STOCKPILE; 1984-12-06I 4S.. C* .r S-e~) (0 SOUTHERN CALIFORNIA SOIL AND. TESTING. INC. 6280 RIVEROALE ST. SAN DIEGO, CALIF. 92120 • TELE 2804321 • P.O. BOX 20627 SAN DIEGO, CALIF. 92120 74931 VELIE WAY PALM DESERT, CALIF. 92.260 T E L E 346-1078 678 ENTERPRISE ST. - ESCONDIDO, CALIF. 92025 • TELE 746-4544 December 6, 1984 Pacific Scene, Inc. . . SCS&T 14144 3900 Harney Street . Report No. 18 San.Diego, California 92110 Attention: John Werner SUBJECT: Stability of Off-Site Stockpi 11 ,, Carlsbad, California. Gentlemen: In accordance with your request, we have examined the off-site stockpile associated with the grading of Village Jin the Calaveras Hills region in Carlsbad, California. It is our understanding-that this fill, which is located, on Village E, is to be used by the adjacent property owner. The :1 purpOse of.this reconnaissance was to present.our opinion regarding the stability of this stockpile and, hence, if any risk is assumed by the adjacent residential units. . • The stockpiled soils havebeen constructed into a mound with side slopes ranging from approximately 3.5:1 (horizontal to vertical) to 4:1. Maximum slope height is on the order of 50 feet. The soils contained in this stock- pile consist of silty, slightly clayey, sands which possess relatively good strength parameters. Based on random in-place density-tests taken during its construction, itis believed that the majority of thi.s fill is compacted to at least 85% of maximum dry density. . SOUTHERN CALIFORNIA SOIL AND TESTING, INC. SCS&T 14144 December 6, 1984 Page two Based on this review and our knowledge of the physical characteristics of this soil, it is our opinion that this stockpile is stable with relation to deep-seated rotational failures. The most likely hazard is the erosion of the lobser surface soils. It is our opinion that this potential hazard has also been mitigated by the placement of straw bails and sandbags at the toe of -the slopes. Should you have-any questions after reviewing this •report, please feel free to contact the undersigned at your convenience. Respectfully submitted, • SOUTHERN CALIFORNIA SOIL & TESTING, INC. • Robert R. Russell, R.C.E. 1#32142 • RRR/ n r cc: (5) Submitted • • • (1) SCS&T, Escondido Cr'II1HERN. CALIrORNIA SOIL AND TESTING. INC.