HomeMy WebLinkAbout423 Lariat Loop - 210505402008 - 1250-93ISINDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631 Telephone: 328-8755 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1250 Please call for final inspection before covering any portion of installed system. OWNER: Kurt Keltner PHONE: 926-2165 MAILINGADDRESS: P.O. BOX 997 City: Avon State: CO zip: 81620 APPLICANT: Kurt Keltner PHONE: 926-216-IQ 7� SYSTEM LOCATION: Lot R-19, 5-40 Sub. -TAX PARCEL NUMBER: 2105-054-02-008 r LICENSED INSTALLER: n oft � �� f � `-��s�I � L� �- - �� 0� ICENSE NO: DESIGN ENGINEER OF SYSTEM: INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: DD GALLON SEPTIC TANK ABSORPTION AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED.p, SQUARE FEET OF TRENCH BOTTOM. SPECIAL REQUIREMENTS: 9 L �R IQ�t13 Lm1 L0�- C- SEZ ENVIRONMENTAL HEALTH APPROVAL: + `l DATE: CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25- 10- 104. 1973. AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT AND CAUSE FOR BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM: (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: 1350 SQUARE FEET, v six ' G� L INSTALLED SEPTIC TANK: �O©v GALLON DEGREES / FEET FROM SEPTIC TANK ACCESS TO WITHIN 8" OF FINAL GRADE AND PROPER MATERIAL AND ASSEMBLY V YES _ NO COMPLIANCE WITH COUNTY/STATE REQUIREMENTS: V YES _ NO ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS CORRECTED. COMMENTS: ENVIRONMENTAL HEALTH APPROVAL: DATE ENVIRONMENTAL HEALTH APPROVAL: DATE: (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS APPLICANT / AGENT: OWNER: PERMIT FEE PERCOLATION TEST FEE RECEIPT # CHECK # ISDS Permit #J 0 Building Permit # APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE- EAGLE COUNTY P.O. BOX 179 EAGLE, CO 81631 328-8755/927-3823(Basalt) PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.01 ************************************************************************** PROPERTY OWNER: MAILING ADDRESS: % �( �(/�Q� Vf g&IONE APPLICANT/CONTACT PERSON: :ice- PHONE: j (0 Y- LICENSED SYSTEMS CONTRACTOR: k4 , ADDRESS: PHONE / 2, ( lo,5-(0 PERMIT APPLICATION IS FOR: ( EW INSTALLATION ( ) ALTERATION ( ) REPAIl LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: e O � R J 44. ��- �Q :� 00,3 Parcel Number:- �_ yo �v bdl'.'�,� ,'�v� Lot size: fae-ors Physical Address: Z,jo Lo o T BUILDING TYP (Check applicable category) ( Residential / Single Family Number of Bedrooms ( ) Residential / Multi -Family* Number of Bedrooms ( ) Commercial / Industrial* Type TYPE OF WATER SUPPLY: Well( ) Spring ( ) Surface ( ) Public (Q-r-Rame of Supplier: Cil *These systems require design by a Registered Professional Engineer NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION MAKE ALL REMITTANCE_ PAYABLE TO,: " GLE COUNTY TREASURER" SIGNATURE:, DATE • / 3 lj�, AMOUNT PAID:— RECEIPT# / �% DATE • l ! / CHECK # CASHIER: RECEIVED JUL 13 M3 COMMUNITY DEVELOPMENT COMMUNITY DEVELOPMENT DEPARTMENT (303) 32a.S 730 EAGLE COUNTY, COLORADO December 16, 1993 Kurt Keltner P.O. Box 997 Avon, CO 81620 500 BROADWAY P.O. BOX 179 EAGLE. COLORADO S 1631 FAX (303) 328-7207 RE: Final of ISDS Permit No.1250-93 Parcel #2105-054-02-008 Property located at: 423 Lariat Loop, Edwards. Dear Mr. Keltner, This letter is to inform you that the above referenced ISDS Permit has been inspected and finalized. Enclosed is a copy to retain for your records. This permit does not indicate compliance with any other Eagle County requirements. Also enclosed is a brochure regarding the care of your septic system. Be aware that later changes to your dwelling may require appropriate alterations of your septic system. If you have any questions regarding this permit, please contact the Eagle County Environmental Health Division at 328-8755. Sincerely, Tania M. Busch -Weak, R.E.H.S. Environmental Health Specialist ENCL: Information Brochure Final ISDS Permit COMMUNITY DEVELOPMENT DEPARTMENT (303) 323-3730 EAGLE COUNTY, COLORADO DATE: November 18, 1993 TO: J.A. Baskins Construction FROM: Environmental Health Division 500 BROADWAY P.O. BOX 179 EAGLE. COLORADO S 1631 FAX (303) 328.7207 RE: Issuance of Individual Sewage Disposal System Permit No.1250, Tax Parcel # 2105-054-02-008 Property Located at: 423 Lariat Loop, Edwards. Enclosed is your ISDS Permit No. 1250 is valid for 120 days. The enclosed copy of the permit must be posted at the installation site. Any changes in plans or specifications invalidates the permit unless otherwise approved. Please call our office well in advance for the final inspection. The deadline for final inspections done by Eagle County Environmental Health is December 1. Systems designed by a Registered Professional Engineer must be certified by the Engineer indicating that the system was installed as specified. Eagle County does not perform final inspections on engineer designed systems. Permit specifications are minimum requirements only, and should be,brought to the property owner's attention. This permit does not indicate conformance with other Eagle County requirements. If you have any questions, please feel free to contact us at 328-8755. cc: files COMMUNITY DEVELOPMENT DEPARTMENT (303) 32S-8730 EAGLE COUNTY, COLORADO DATE: August 9, 1993 500 BROADWAY P.O. BOX 179 EAGLE. COLORADO 8 1631 FAX (303) 328-7207 TO: S. Ruder Excavating. FROM: Eagle County Environmental Health Division RE: Issuance of Individual Sewage Disposal System Permit No.: 1250 Parcel #: 2105-054-02-008 Property Located at: Lot r-19 South 40 Subdivision, 423 Lariat Court. Enclosed is your ISDS Permit No. 1250 valid for 120 days The enclosed copy of the permit must be posted at the installation site. Any changes in plans or specifications invalidates the permit unless otherwise approved. Please call our office well in advance for the final inspection. The final inspection is to be done before any portion of the installed system is covered. The deadline for the final inspections done by Eagle County Environmental.Health is December 1. Systems designed by a Registered Professional Engineer must be certified by the Engineer indicating that the system was installed as specified. Eagle County does not perform final inspections on engineer designed systems. Be aware that the specifications on the permit are minimum requirements only. Installers should bring this to the attention of the property owner. This permit does not indicate conformance with other Eagle county requirements. If you have any questions, please feel free to contact us at 328-8755. cc: file G� Building permit file --'OMMUNITY DEVELOPMENT DEFAMIENT EAGLE COUNTY, COLORADO DATE: Dear I.S.D.S. Applicant: Your application for (ISDS) Permit for <16± has been received. 300 BROADWAY P.O, BOX 179 EAGLE. COLORADO q I C,31 FAX 1303) 32;.7,p7 vidual Sewage Disposal System c Issuance of your permit is on hold until the following materials or fee(s) are submitted. Payment of $150.00 Application Fee Payment of $200.00 Percolation Test Fee Site Plan . Licensed System Contractor (See attached list Engineer Design Other: If you have any questions please call, 328-8755. When calling or submitting 1 formation please reference your ISDS application # ^(j Please submit information to: Eagle County Environmental Health Division P.O. Box 179 500 Broadway Eagle, co 81631 C:WP51\D0CS\ISDS\C0MPLT.LET BH1192 I p 1 Kiter-Mountain EngineeringLtd. SOILS AND FOUNDATION INVESTIGATION FOR PROPOSED RESIDENCE LOT R-19, SOUTH FORTY EAGLE COUNTY, COLORADO PREPARED FOR: KURT KELTNER PROJECT NO. 93321G JUNE 1993 - Box No. 978 - Avon, Colorado 81620 - 949-5072 Denver 893-1531 1420 Vance Street - Lakewood, Colorado 80215 - Phone: 232-0158 TABLE OF CONTENTS CONCLUSIONS 1 SCOPE 1 SITE LOCATION AND DESCRIPTION. 2 SITE INVESTIGATION 2 SUBSURFACE AND GROUNDWATER CONDITIONS 3 PROPOSED CONSTRUCTION 4 FOUNDATION RECOMMENDATIONS 4 SLAB CONSTRUCTION 5 GROUNDWATER AND DRAIN SYSTEM- 6 REINFORCING 7 CRAWL SPACE COVER 7 BACKFILL AND SURFACE DRAINAGE 7 LAWN IRRIGATION g MISCELLANEOUS g TEST LOCATION DRAWING NO. 1 SUMMARY OF TEST PITS FIGURES NO. 1 - 2 SWELL -CONSOLIDATION FIGURE NO. 3 GRAIN -SIZE DISTRIBUTION FIGURES NO. 4 - 5 PERIPHERAL DRAIN SYSTEM FIGURE NO. 6 CONCLUgIONS SCOPE I 1. Subsoil conditions are fairly uniform over the site with 1.5 to 2.0 feet of topsoil, underlain by 6 feet of sandy SILT over clayey - silty -sandy GRAVEL to the maximum depth explored of 12 feet. 2. The proposed residence should be founded on undisturbed sandy SILT on conventional spread footings designed for a maximum soil bearing pressure of 1,000 psf, at a minimum .depth of 6 feet below the existing surface. 3. The average percolation rate is 35.2 minutes per inch. This report presents the results of a Soils and Foundation Investigation and a Percolation Test for the proposed residence to be constructed on Lot R-19, South Forty Subdivision, Eagle County, Colorado. The investigation was prepared by means of test pits and laboratory testing of samples obtained from these pits. The purpose of this foundation exploration was to determine the various soil profile components and the engineering characteristics of the foundation materials, and to provide criteria for use by the design engineers and architects in preparing the foundation design, from a geotechnical point of view. 2 SITE LOCATION AND DESCRIPTION The site is a 0.89 acre lot, located on the west side of the southeast corner of Lariat Loop in the SE1/4, SE1/4 Section 5, Township 5 South, Range 82 West, Eagle County, Colorado. The topography of the lot is moderate. Vegetation consisted of sage brush. SITE INVESTIGATION The field investigation performed on June 15, 1993, consisted of logging and sampling 2 test pits. ;The locations of the test pits are shown on Drawing No. 1. The test pits were excavated with a conventional backhoe by the owner prior to the field investigation. Summaries of the test pit logs are detailed on Figures No. 1 and 2. Laboratory samples were obtained at .selected intervals by driving a "California" hand sampler into undisturbed soil. Granular soils were sampled by bulk sampling. These samples were returned to our laboratory, inspected and classified in accordance with the Unified Soil Classification System and the test pit logs were edited as necessary. To aid in classifying the soils encountered, and to determine general soil characteristics, selected laboratory tests (moisture content, unit weight, grain size distribution, swell consolidation) were performed on representative soil samples. Summaries of the test results are shown on Figures No. 3 - 5. 3 SUBSURFACE AND GROUNDWATER CONDITIONS Refer to the summary of test pits, Figures No. 1 and 2. Subsurface conditions are fairly uniform consisting of 1.5 feet to 2.0 feet of topsoil, underlain by 6 feet of sandy SILT over clayey - silty -sandy GRAVEL to the maximum depth explored of 12 feet. We understand that no overlot grading has been done prior to -this investigation. No groundwater was encountered in any of the test pits at the time of excavation. Indexes to Geological Mapping, Eagle County, Colorado, prepared by Charles S. Robinson & Associates, Inc., _ in 1975, states that soils in this area may contain minerals in variable amounts that produce serious detrimental effects on concrete, metal or other substances that are in contact with the soils. Type II cement should be used in all concrete that will be in contact with the soil. These maps also state that soils in this area may be subject to subsidence due to hydro -compaction in low density soils. The underlying bedrock is Eagle Valley Evaporite, which contains water soluble salts. Solution of these salts can produce sinkholes and general area subsidence. There are sinkholes and subsidence areas in the Edwards area. There were no sinkholes observed at the site at the time of the investigation. Also reviewed were the General and Engineering Geology Report and Soils Engineering Report prepared for Mr. Bill Williams for the proposed subdivision South Forty by The Lincoln DeVore Testing Laboratory, dated April 19, 1976. 4 PROPOSED CONSTRUCTION No specific design data has been provided, but for the purpose of this analysis, it has been presumed that the proposed residence will. consist of 2 floors with a basement, and that loads will be light. If the proposed project differs significantly from this understanding, a review should be made after the plans are more complete. FOUNDATION RECOMMENDATIONS Sandy SILT and clayey -silty -sandy GRAVEL will be encountered in the foundation excavation. The proposed residence should be founded on conventional type spread footings designed for a maximum soil bearing pressure of 1,000 psf. At this pressure, settlements are anticipated to be approximately one inch. The footings should be constructed on the undisturbed sandy SILT, at a minimum depth of 6 feet. The footing excavations should be relatively smooth, free of debris, organics, loose soil, frost, and standing water. Any over - excavations should be backfilled and compacted to 100 percent within 2 percent of optimum moisture as determined by a standard Proctor test (ASTM D-698). A representative of this office should be contacted to inspect the foundation excavation to verify that - the soil conditions are the same as those anticipated in this report. After all of the final grading is completed, the bottom of the footings should be covered with a minimum of 48 inches of backfill for frost protection. 5 Voids left by the removal of cobbles in the bottom of the footing excavation should be filled with lean concrete or a granular soil with a maximum particle size of 3 inches compacted to 100 percent of standard Proctor density (ASTM D-698) within 2 percent of optimum moisture. SLAB CONSTRUCTION All excavations made for the foundations must be properly backfilled with suitable material compacted to a minimum of 95 percent of the maximum standard Proctor density (ASTM D-698). The on -site soils, exclusive of topsoil and organics, are suitable for use as backfill. Before the backfill is placed, all water and loose debris should be removed from these excavations. Prior to the construction of concrete floors, the undisturbed subgrade should be proof compacted with a loaded rubber -tired loader to a uniform high density. Special care should be taken in areas where underground utilities have been installed. The floor slabs should be reinforced, and joints should be provided at the junctions of the slab and the foundation walls, so that a small amount of independent movement can occur without causing damage. The slabs should be scored in accordance with the American Concrete Institute's recommendations to control cracking. A granular mat (-3/4 inch gravel, with less than 5 percent passing No. 200 sieve) should be provided below the floor slabs. This should be a minimum of four inches in thickness and compacted. 0 The purpose of this granular mat is to provide a capillary break between the subgrade and the slab. PERCOLATION TEST A Percolation Test was performed on the three percolation holes dug and presoaked by Mr. Kurt Keltner. The percolation test results were as follows: Perc Test No. 1 Perc Test No. 2 Perc Test No. 3 24.2 min/inch 50.0 min/inch 31.3 min/inch for an average percolation rate of 35.2 minutes per inch. According to the Eagle County Requirements_ for Individual Subsurface Sewage Disposal Systems, the above average percolation rate of 35.2 minutes per inch allows for trench type configuration of the leachfield area. Every effort should be made to reduce the amount of effluent entering the on -site soils, overlying the Eagle Valley Evaporite bedrock, which is highly susceptible to solutioning.. The Infiltrator Chamber System in a trench configuration is recommended for the leachfield. GROUNDWATER AND DRAIN SYSTEM While no groundwater was encountered at the time the field investigation was conducted, it is possible that seasonal variations will cause fluctuations, or for a water table to be present in the upper soils during the spring months, or after a prolonged period of rain. A foundation perimeter drain as detailed on Figure No. 6 is recommended to reduce the risk of surface water 7 infiltrating the footing subsoils. REINFORCING The foundation should be well reinforced and rigid enough to withstand differential settlements. Additional reinforcement is recommended for the foundation to make the structure behave more rigidly and to accept the anticipated higher stresses due to the subsidence potential, as stated in the report of April 19, 1976 by The -Lincoln Devore Testing Laboratory. Foundation walls retaining earth should be designed to resist an equivalent fluid pressure of 40 pcf for an "active" case assuming a level drained backfill condition. CRAWL SPACE COVER When moist soils are encountered in the excavation, the ground surface in crawl space areas should be covered with an impervious moisture barrier sealed against the footings. This will help to reduce humidity in the crawl space area. BACRFILL AND SURFACE DRAINAGE The potentially hydroconsolidating and water soluble foundation soils encountered in portions of the site must be prevented from being wetted after construction. The backfill placed around the foundation walls must not settle after completion of construction and the top one foot of the backfill material must be relatively. impervious. The on -site soils, exclusive of topsoil and organics, are suitable for use as backfill. Backfill should be moistened or dried to near its optimum 0 moisture content and compacted to at least 90 percent of the maximum standard Proctor density. Structural backfill should be compacted to at least 95 percent of the maximum standard Proctor density. Surface water running toward the structure from upslope areas should be diverted around and away from the building by means of drainage swales or other similar measures. The final grade should have a positive slope away from the foundation walls on all sides. A minimum of 12 inches in the first 10 feet is recommended. Downspouts and sill cocks should discharge into splash blocks that extend beyond the limits of the backfill. The use of long downspout extensions in place of splash blocks is advisable. LAWN IRRIGATION A sprinkler system is not recommended for this site. If the future owners desire to plant next to foundation walls, porches or patio slabs, and are willing to assume the risk of structural damage, etc., then it is advisable to plant only flowers and shrubbery (no lawn) of varieties that require very little moisture. These flowers and shrubs should be hand watered only. MISCELLANEOUS The recommendations provided herein are based on experience in the area and from the on -site field exploration. The information 0 obtained from the field exploration and laboratory testing reflects subsurface conditions only at the specific locations at the particular times designated. Subsurface conditions at other locations and times may differ from the conditions at these locations. The extent of any variations between the test pits may not appear evident until excavation is performed. However, only minor variations are expected. If during construction conditions appear to be' different, this office should be advised so re- evaluation of the recommendations may be made. This report has been prepared for the exclusive use of Kurt Keltner for the specific application to the proposed residence structure to be located on Lot R-19, South Forty, Eagle County, Colorado. The findings and recommendations of this report have been prepared in accordance with locally accepted professional engineering standards for similar conditions at this time. There is no other warranty, either expressed or implied. Sincerely, INTER -MOUNTAIN ENGINEERING, LTD. 0°.w; �v Luiza Petrovska, Project Engineer Reviewed by: Je fe yVident el, P.E. Vi e r e. DEPTH 0"r IN FEET 0 Topsoil• PIT NO. 1 DESCRIPTION OF MATERIAL I Light brown, sandy SILT with sparse angular rock fragments Reddish, sandy SILT 5: GRAVELwith SILTSTONE #O' rock fragments ° A •:e• °C 10 ;o. Silty -sandy GRAVEL (GM) angular, flat rock fragments � o••°oo Bottom of pit lNo groundwater jencountered 15' 1 1' ® Relatively undisturbed sample A Bulk sample SUMMARY OF TEST PITS Proposed Residence Lot R-19, South Forty, Eagle County, Colorado Prepared for Kurt Keltner REMARKS = 11.1% = 104.3 pcf PROJECT NO.e 93321G FIGURE NO., 1 ®. PIT NO. 2 v DEPTH DESCRIPTION OF MATERIAL REMARKS INOFEET Topsoil p� d Tan, sandy SILT 5 ® w = 19.9% �d= 92.1 pcf Light brown, clayey- .�Qpo sandy GRAVEL 15 c t ® Relatively undisturbed sample ® Bulk sample SUMMARY OF TEST PITS Proposed Residence Lot R-19, South Forty Eagle County, Colorado Prepared for Kurt Keltner PROJECT NO.: 93321G FIGURE NO.z 2 0 J . J W :?' -2 N z -4 O -6 O crn z o -8 U BORING NO, 1' DEPTH 6' Q.1. 1.0 LOAD (KSF) 10 100 SAMPLE OF Sandy SILT NAT. MOISTURE CONTENT 11.1 % % SWELL/PRESS. 1 SAMPLE FLOODED AT 0.5 KSF NAT. DRY DENSITY 104.3 PCF BORING NO. 2 DEPTH 5' 0 J J LU -2 z -4 O F= o -6 O z O -8, U 0.1. 1.0. LOAD (KSF) 10 100 SAMPLE OF. .Sandy SILT NAT. MOISTURE CONTENT 19.9 % % SWELL/PRESS.. SAMPLE FLOODED AT 0.5 KSF NAT. DRY DENSITY 92.1 PCF SWELL — CONSOLIDATION TEST RESULTS Proposed Residence Lot R-19, South Forty Eagle County, Colorado Prepared for Kurt Keltner PROJECT NO 93321G ' FIGURE NO 3 . I w w O n 0 Cd 0 z +-) Lcs m z w w 0 cr a 0 z F4-• N v tz C C L l I 4gt5taM d8 lesinop ;uaaaad 4gt5taM Ala Jaut,d ;uao»d 0 1-4 cn c`1 ® O� �t O Z O � Z U w w c- O cj 00.. - U- T O � U cd O i•+ t� (� W to U = � U o �b Z N 4j CO Co O_ p 0 0 w al w r j P $4 w r. V m co 4-3 — `� ° cn � N x bb � a w 4-3c Q U)rn o at N `' N x . a 1 W N p - a o v c (n r4 W ro � ra I o% W Z_ C7 � Q) q b - o � cd U i it .4 v rn I - ' w F- w 00 o a 41 O Cd ?' x N 0 z 41 a �gblaM A8 JouDoo }uaaaad o c. o r -• yg6taM dg �aut� 3uaa�ad N c•1 CM ® 01 u•1. O z o t- z U w w cr O tr m — c+- 0 U - Q U o Cd u la �4 m a) �l ^ 'b r-I a �cn41 Px Cd o+ —4 u p v W oe P N p., 4J W ti;Pa 1 o cd a w oej Z v) E 0 Q b ul o U 1 .. U s . 4 U1 N Cl) N ''i' ~n !N"� Lea tM! :.FOUNDATION VIAL L. +�ti ►, ' s ; rJ�s € y 1" '�i _ ,x.. G R A t ! lJ +K.� rs•��, to Asr vi ^\ //� 1, POLYETHELENE MOISTURE BARRIER GLUED TO FOUNDATION WALL. TOP ONE FOOT OF BACKFILL SHOULD BE RELATIVELY IMPERVIOUS FILL. SLOPE AWAY FROM BUILDING. Mzs=� GEOTEXTILE (-MIRAFI 140N OR QUIVILANT ) C •.uxu. • MINUMUM OF G" OF 3/4 INCH. GRAVEL -44' DIAMETER PERFORAT O RIGID -PIPE SLOPED A MINIMUM OF 1/8" PI_R FOOT TO SEWER LATERAL SUB DRAIN SUMP PUMP OR DAYLIGHTED . . DETAI L•.OF ..PERIPHERAL DRAIN SYSTEM ,FOR FOOTING TYPE FOUNDATION Figure . 6 1 • ' - 1 P iY � I Kew J'. ;. �'� '• CAt✓ � i'- Y r 'h r Cb ilk Ol •1- ti•f r r../'V - � J� b ny h,�,�` w..r i �r a�r� _i` • t 4 'j �' �� 1 ;� •. � �f� ,S e�.�;1�� x' f F�y .:.y� ai t } •' ; y ` ,.:t '.� � t \ • ( ` %► I •� I !�+�f 3 i6 °+'�• ,� .. r/ `�. 1 .. �y� r q p {� Jrof - tF N'Y. � 3 I 1 '•+hw '\,b ` \ •.- :\ _ ..lam ( •`h yy � 4 -E' �.iv � }� ~ �, CY � \ \ 3 � \ 1250-93 - Parcel #2105-054-02-UUb, Lot K-IJ South 40 Sub. 423 LariateLoop, Keltner JOB NO.... - JOB LOCATION BILL TO DATE STARTED DATE COMPLETED DATE BILLED _ h Com Z-g te u 18 Cfs JOB COST SUMMARY TOTAL SELLING PRICE TOTAL MATERIAL TOTAL LABOR INSURANCE SALES TAX MISC. COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS OF SELLING PRICE NET PROFIT JOB FOLDER Product 278 Qp NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MA 41471 JOB FOLDER d Printed in U.S.A. (I {a s3 i i W r, I- S�. •. � �_' ..I _R �'. . ice. �..�-