SOIL INVESTIGATION REPORT
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- Winfred Doyle
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2 SOIL INVESTIGATION REPORT Report Date: 11/9/16 Inspection Date: 8/25/16 Level of Study: 3 Site Location: 160 Monroe Drive, Lake Dow North, Lot 186 Job No Client: Dave Aynes, Atlanta Leasing & Investment Phone: County: Henry Land Lot: 115 District: 7 th Field Inspection By: Christian Hoadley and Jeffrey Reichel Boring Location Method: Spectra Precision Mobile Mapper 120 GPS from surveyed property corners Certified By: Robert L. Kendall, DPH CSC Soil Units Slope (%) SOIL INTERPRETIVE DATA Depth to Bedrock (in) Depth to SHWT* (in) Estimated Perc. (min/in) Depth of Estimated Perc/(in) Optimum Trench Depth (in) Bethlehem 2-15 >72** > N3 Fill Over Pacolet 2-15 >72 > ^ Q1 Udorthent Cut 2-15 >72 > T1 Udorthent Fill 2-4 > F5 * Seasonal High Water Table **Auger refusal on rippable weathered rock not bedrock ^Trench depth to be verified during installation to confirm field lines entirely in natural soil SOIL SUITABILITY LEGEND Soil Suit. Code F5 N3 Q1 T1 Soil consists of poorly sorted fill that is unsuitable for on-site wastewater disposal. Soils contain somewhat shallow parent material and partially weathered rock. Hand auger borings have been advanced to 6 feet and parent material is generally suitable for conventional absorption field installation. Estimated perc rate accounts for presence of seams of weathered rock. Soils contain variable depth of fill over well drained upland soil. Absorption field should be installed so that chambers are entirely in natural soil. Estimated percolation rate is for natural soil underlying fill. Trench depth should be determined in the field after identifying greatest depth of fill within absorption field area. Soils have been cut leaving saprolite at or near ground surface. Based on texture and consistence, saprolite should provide suitable percolation properties for conventional absorption fields. Surface drainage of stormwater must be controlled in order to avoid wet soil conditions that may affect system performance.
3 NOTES: 1) PROPERTY BOUNDARIES AND ELEVATION CONTOUR LINES WERE OBTAINED FROM THE SURVEY PROVIDED. SOIL BORINGS WERE LOCATED USING A SPECTRA PRECISION MOBILE MAPPER 120 GPS UNIT FROM THE REFERENCE POINTS (RP) SHOWN ON THE DRAWING BELOW. RP2 UDORTHENT CUT 2-15% UDORTHENT FILL 2-4% MONROE DRIVE 680 K1 690 K /9/16 RP3 RP1 20' DRAINAGE EASEMENT 24" CMP C1 K3 C2 AR:54" K4 AR LEGEND - AUGER BORING - SLOPE ARROW - REFERENCE POINT - AUGER REFUSAL 20' DRAINAGE EASEMENT BETHLEHEM 2-15% FILL OVER PACOLET 2-15% LEVEL 3 SOIL MAP 160 MONROE DRIVE LAKE DOW NORTH S/D, LOT 186 L.L. 115, 7TH DISTRICT HENRY COUNTY, GEORGIA 2443 Powder Springs Road, Marietta, Georgia 30064, (Ph.)
4 UMBRELLA LIAB ECESS LIAB OCCUR CLAIMS-MADE CERTIFICATE OF LIABILITY INSURANCE PERSONAL & ADV INJURY GENERAL AGGREGATE PRODUCTS - COMP/OP AGG EACH OCCURRENCE AGGREGATE DATE (MM/DD/YYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, ETEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Elaine Bielenberg PHONE FA PointeNorth Insurance Group, LLC (A/C, No, Ext): (A/C, No): (770) PO Box ebielenberg@pointenorthins.com Atlanta GA INSURED Kendall & Associates, Inc. 61 White Oak Trail, S. Dahlonega GA INSURER F : COVERAGES CERTIFICATE NUMBER: 16/17 GL/Auto/WC REVISIONNUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, ECLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE 1,000,000 DAMAGE TO RENTED A CLAIMS-MADE OCCUR PREMISES (Ea occurrence) 50,000 FEIECC /10/ /10/2017 MED EP (Any one person) 5,000 A OTHER: AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS SCHEDULED AUTOS NON-OWNED AUTOS ADDRESS: INSURER A : INSURER B : INSURER C : INSURER D : INSURER E : INSURER(S) AFFORDING COVERAGE ARL - Admiral Insurance Company AmTrust North America Hired/Non-owned Auto 1,000,000 COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (Per person) FEIECC /10/ /10/2017 BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) GEN'L AGGREGATE LIMIT APPLIES PER: PRO- POLICY JECT LOC DED RETENTION WORKERS COMPENSATION PER OTH- AND EMPLOYERS' LIABILITY STATUTE ER Y / N ANY PROPRIETOR/PARTNER/EECUTIVE E.L. EACH ACCIDENT OFFICER/MEMBER ECLUDED? N / A B (Mandatory in NH) TWC /29/ /29/2016 E.L. DISEASE - EA EMPLOYEE If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT 10/6/2016 NAIC # 1,000,000 2,000,000 2,000,000 1,000, , , ,000 A Prof E&O Liab and FEIECC /10/ /10/2017 Per Occurence 1,000,000 Contractor Pollution Liab Policy Aggregate 2,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) CERTIFICATE HOLDER Georgia Department of Public Health Chrs Kumnick Two Peachtree Street NW Atlanta, GA CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2014/01) INS025 (201401) W Skeeles/ELAINE ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD
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