No preview available
HomeMy WebLinkAbout520 Old Creamery Ranch Rd - 210508303004INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION Telephone: (970) 328-8755 P.O. Box 179 - 500 Broadway, Eagle, CO 81631 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT# IS-2560-06 BUILDING PERMIT# BP - OWNER: 520 OLD CREAMERY, LLC PHONE: 970-343-0447 MAILING ADDRESS: PO BOX 2031 EDWARDS APPLICANT: CHARLES SLESSMAN PHONE: 970-343-0447 SYSTEM LOCATION: 520 OLD CREAMERY RD. TAX PARCEL NO. 210508303004 LICENSED INSTALLER: TERE NOTTINGHAM LICENSE NO. 74-07 PHONE: 970-471-2711 DESIGN ENGINEER: LKP ENGINEERING PHONE: 970-926-9088 SYSTEM SIZED TO ACCOMODATE A 5 BEDROOM RESIDENCE: INSTALLATION GRANTED FOR THE FOLLOWING: 15000 GALLON CONCRETE TANK, 2500 SQUARE FEET OF ABSORPTION AREA CREDIT VIA 125 OUICK 4 INFILTRATOR UNITS. SPECIAL INSTRUCTIONS: • INSTALL AS PER ENGINEER DESIGN DATED JUNE 29, 2007. • DO NOT INSTALL IN WET WEATHER. • CALL EAGLE COUNTY AND THE DESIGN ENGINEER FOR FINAL INSPECTION PRIOR TO BACK -FILLING ANY PORTION OF THE INSTALLATION OR WITH ANY QUESTIONS. • ENGINEER FINAL CERTIFICATION LETTER AND AS -BUILT DRAWING REQUIRED TO FINALIZE PERMIT. • THE TEMPORARY CERTIFICATE OF OCCUPANCY OR BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN INSPECTED AND APPROVED BY EAGLE COUNTY AND DESIGN ENGINEER. ENVIRONMENTAL HEALTH APPROVAL: DATE: July 25, 2007 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 WILL RESULT IN 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: SQUARE FEET (VIA_) INSTALLED GALLON SEPTIC TANK LOCATED DEGREES AND FEET INCHES FROM COMMENTS: ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL: DATE: Department of Environmental Health Eagle (970) 328-8755 Fax: (970) 328-8788 El Jebel (970) 704-2700 TOLL FREE: 800-225-6136 £,AGL£ COUNTY P.O. Box 179 500 Broadway Eagle, CO 81631 www.eaglecounty.us APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ISDS Permit # az (cl0 -049 Building Permit # INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED) FEE SCHEDULE APPLICATION FEE $350.00 This fee includes the ISDS Permit, Site Evaluation (Percolation Test, or Soil Profile Observation) and Final Inspection. Additional fees may be charged if a re -inspection is necessary, or a pre -construction site visit or consultation is needed. The re -inspection fee is $55.00. The pre -construction site visit fee is $85.00. Make all remittance payable to: Eagle County Treasurer. Property Owner: rj�C� OLDCgl:�--A Mtn pq L11 hone: q7a 3T 3 0 Vic- 7 Mailing Address: , --"�Cy3 j am-•= j , en. (; f.3 Applicant/Contact Person: C44a6 Lis Phone: 9:Z 7 Licensed Systems Contractor: t�� ��,,,, License # Company/DBA: Mailing Address: Phone: Permit Application is for: X New Installation j Alteration I Repair Location of Proposed Individual Sewage Disposal System: Legal Description: exeAmyz,it�Aao Lr-0-1�, fakMn VNI,5, a4bo oPf Zq-� Tax Parcel Number: Ko�t3 coi Oi75 �Ap Dt�..�y ,�`� C �—rlcl"'v'1 'P `L� "I� �tGGyv �� Q508��300� ize: i Assessor's Link: www.eaglecounty.us/patie/ Cr- � r G'I'k L" I �� _ 0 °w �y 1 Physical Address: 20 � S_a ►^('��t R` WP(p PC CV BuildingType: Residential/Sin le Famil YP r 9 Y Number of Bedrooms: {— Residential/Multi Family Number of Bedrooms: Commercial/Industrial* Type of Use: *These systems require design by a Registered Professional Engineer Type of Water Supply: r- Private Well r Spring F- Surface X Public If Public Name of S plier : Applicant Signature : L492-e Office Use Only Amount Paid: Receipt#:���C� �� D Check#: � - Date: LKP Engineering, Inc. CMUGEOTECHNICAL August 29, 2008 Mr. Charles Slessman RE: Inspection of'Septic System Installation 520 Old Creamery Road Slessman Residence Edwards, C'0 81632 Lot 16, C:rCaT1!QFV Rany .11 520 Old Creaniery Ri'.md Eagle County, Colorado Project No, 06167-JSDS Pernitit No. IS-2-560-06 Dear Mr. Slessman: .fit the request of Mr, "Fere Nottingham, on August 25 and 292008, we visited the construction site at the Slessman residence. 520 Old Crearnery Road, Eagle ('otlnty, Colorado, The purpose of our site visit was to inspect the installation of the septic SIVSteril. They installed the system in overall compliance with the septic system dc�sign, Drawing No. 06167SD,DWG, dated June 29, 2007,wid as shown onthe attached as -built sketch. They installed a 1500-gallon, two compartments, concrete septic tank, One cleariout was constructed between the septic tank. and the building, The cleanout Nvas constructed ataboLit threct"eetwest . and t-,an feet north of the northwest building g comer. One hundred twenty five, Q-4, Standard Infiltrator Chaltibers were insialled in five trenches.'rhe last four trenches were split into two segments, 'I'liere was a mi.ninium diSLaIlCe Of at least nine feet between cach segment. There were thirteen infiltrators in thelinst trerich, There were twenty intheft rstse-mentand eleven in the second seg, the first segment and eighteen in the second segment of the. third trench, sixteen in the first segment and cleven in the second segment of the f6arth trench, and nine In (he lirsi ecuric'ni and sixteen in the second segment of the fifth. trench,'fhere was as raini.muni of six feet separation bet'",een the trenches. Ira 'the first and last infiltrator of each trench, inspection ports were installed. The trenches were less than 36 inches deep. The'l"s in Death compartnlenis were at least 14-inelles long. Any mid all surface runofffrom drains around the bUilding stiould be di verted away fron) the leach field. Ifyou have any questions, please do not hesitate to call. Sincerely, Revlevved by: LKP Engineering, Inc. W _ 1 jf s A 29526 Peter Petrovski Luiza Petrovska, PE Enclosure cc - Eagle County Environmental Health Department, fay: 970-328-878.8 kl-WN' -I,KP�,2000",,,O(,,�1670SIQ4.%%!pti P0, Box 2937, F.dwards, CO 81632, {970) 926-90",8 Tel, (970) 926-90,R9 Fv� Z AKE �� -1 :, M2" ".(), Box 2837, [ dwards,, CO 81632, (970.) 9 6-9 8g "Tel, (9 0) 916-9089 [`,ax. LKP ENGINEERING, INC. P.O. Box 2837 Edwards, CO 81632-2837 (970)926-9088 Fax (970) 926-9089 PERCOLATION TEST RESULTS Client: Mr. Charles Slessman Location: Lot 16, Creamery Ranch 520 Old Creamery, LLC 520 Old Creamery Road P.O. Box 2031 Eagle County, Colorado Edwards, CO 81632 Project No.: 06167 P-1 P-2 P-3 TIME/DEPTH 28-3/16" 31-7/16" 29-14/16" 1:40 pm 4-2/16" 3" 2-6/16" 1:50 pm 4-8/16" 6/16" 4-6/16" 1-6/16" 3-12/16" 1-6/16" 2:00 pm 5" 8/16"' 5-10/16" 1-4/16" 4-14/16" 1-2/16" 2:10 pm 5-12/16" 12/16" 7-2/16" 1-8/16" 6-3/16" 1-5/16" 2:20 pm 6-8/16" 12/16" 8-4/16" 1-2/16" 6-12/16" 9/16" 2:30 pm 6-12/16" 4/16" 8-12/16" 8/16" 7-4/16" 8/16" 2:40 pm 7" 4/16" 9-1/16" 5/16" 7-8/16" 4/16" 2:50 pm 7-4/16" 4/16" 9-6/16" 5/16" 7-12/16" 4/16" 3:00 pm 7-8/16" 4/16" 9-11/16" 5/16" 8" 4/16" 3:10 pm 7-12/i6" 4/16" 10" 5/16" 8-4/16" 4/16" PERC RATE 40 MIN/INCH 32 MINANCH 40 MINANCH AVG PERC 40 MPI Average Percolation Hole Diameter: 10" Holes Dug and Presoaked : September 24, 2006 Test Run : September 25, 2006 By: Peter Petrovski Profile Hole: 0 - 1' - Topsoil 1' -3'- Brown, gravely clay with roots 3'- 8'- Light brown, gravelly, sandy clay No ground water encountered RECEIVED -JUL ? 5 2007 ENVIRONMENTAL HEALTH DEPARTMENT LKP ENGINEERING, INC. P.O. Box 2837 Edwards, CO 81632-2837 (970) 926-9088 Fax (970) 926-9089 PERCOLATION TEST RESULTS Client: Mr. Charles Slessman. Location: Lot 16, Creamery Ranch 520 Old Creamery, LLC 520 Old Creamery Road P.O. Box 2031 Eagle County, Colorado Edwards, CO 81632 Project No.: 06167 P-1 P-2 P-3 TIME/DEPTH 28-3/16" 31-7/16" 29-14/16" 1:40 pm 4-2/16" 3" 2-6/16" 1:50 pm 4-8/16" 6/16" 4-6/16" 1-6/16" 3-12/16" 1-6/16" 2:00 pm 5" 8/16" 5-10/16" 1-4/16" 4-14/16" 1-2/16" 2:10 pm 5-12/16" 12/16" 7-2/16" 1-8/16" 6-3/16" 1-5/16" 2:20 pm 6-8/16" 12/16" 8-4/16" 1-2/16" 6-12/16" 9/16" 2:30 pm 6-12/16" 4/16" 8-12/16" 8/16" 7-4/16" 8/16" 2:40 pm 7" 4/16" 9-1/16" 5/16" 7-8/16" 4/16" 2:50 pm 7-4/16" 4/16" 9-6/16" 5/16" 7-12/16" 4/16" 3:00 pm 7-8/16" 4/16" 9-11/16" 5/16" 8" 4/16" 3:10 pm 7-I2/16" 4/16" 10" 5/16" 8-4/16" 4/16" PERC RATE 40 MIN/INCH 32 MIN/INCH 40 MINANCH AVG PERC 40 MPI Average Percolation Hole Diameter: 10" Holes Dug and Presoaked: September 24, 2006 Test Run: September 25, 2006 By: Peter Petrovski Profile Hole: 0 - 1' - Topsoil 1' -3'- Brown, gravely clay with roots 3'- 8'- Light brown, gravelly, sandy clay No ground water encountered LKP ENGINEERING, INC. P.O. Box 2837 Edwards, CO 81632-2837 (970) 926-9088 Fax (970) 926-9089 PERCOLATION TEST RESULTS Client: Mr. Charles Slessman Location: Lot 16, Creamery Ranch 520 Old Creamery, LLC 520 Old Creamery Road P.O. Box 2031 Eagle County, Colorado Edwards, CO 81632 Project No.: 06167 P-I P-2 P-3 TIME/DEPTH 28-3/16" 31-7/16" 29-14/16" 1:40 pm 4-2/16" 3" 2-6/16" 1:50 pm 4-8/16" 6/16" 4-6/16" 1-6/16" 3-12/16" 1-6/16" 2:00 pm 5" 8/16" 5-10/16" 1-4/16" 4-14/16" 1-2/16" 2:10 pm 5-12/16" 12/16" 7-2/16" 1-8/16" 6-3/16" 1-5/16" 2:20 pm 6-8/16" 12/16" 8-4/16" 1-2/16" 6-12/16" 9/16" 2:30 pm 6-12/16" 4/16" 8-12/16" 8/16" 7-4/16" 8/16" 2:40 pm 7" 4/16" 9-1/16" 5/16" 7-8/16" 4/16" 2:50 pm 7-4/16" 4/16" 9-6/16" 5/16" 7-12/16" 4/16" 3:00 pm 7-8/16" 4/16" 9-11/16" 5/16" 8" 4/16" 3:10 pm 7-12/16" 44/16" 10" 5/16" 8-4/16" 4/16" PERC RATE 40 MIN/INCH 32 MINANCH 40 MIN/INCH AVG PERC 40 MPI Average Percolation Hole Diameter: 10" Holes Dug and Presoaked : September 24, 2006 Test Run: September 25, 2006 By: Peter Petrovski Profile Hole: 0 - 1' - Topsoil 1' -3'- Brown, gravely clay with roots 3'- 8'- Light brown, gravelly, sandy clay No ground water encountered JES g5-&zo -OLI? (Prk +- 6(1Ua Ua-> U_-I UC)y- gPw ISbJ 6 PROJECT ,a (LLD Q P_�A 't ET _Rb: 'Vil PROJECT 0kfVe_LE_S Lj�: vn)V_i project description R" 1►is 4u L(a-k 07, , jowl- er r-ecru S I vty (e -gym(.Iv lam_ date task/action follow-up start date completion date hrb 31CS51 �AA GJ U u iGLecll l01H ft1' l J NA c /laic L(c) - o S' l z �� c' ! �0 M PROJECT CONTACTS name phone/fax e-mail zhar-(es 5(es5wu4q q7o • 543-o (,,o, 33� g031 Ed i)_)a,d S , S i 03A IJ FF; e �C�rl ✓l�( hcc q-70_7i/�-rSf,3�7 -c 7 j�Vs 3oX �35� Q7o _ 471- a71I 1 . documents enclosed notes wru• orr%%,L./ S87°54'53"E 162.68' `t ``, IMTH ALUMINUM CAP -_ UTILITY EASEMENT I ii / - SERIAL DISTRIBUTION ` 20 0 10 20 40 `` so N. ` ` TRENCH DETAIL 5 \ °t , - � t _ . ` L.S. No. 20695 , � (RECEP 110N No. 534030) 15. 0' � / \ (ELEVATION = 7475.6) , - �`- - - - - -�-' _ - _ - f f MOUND FOR PROPER DRAINAGE INLET AT END OF ROW CROSS SECTION (TYP.) IN FEET - i• � •, '. { M't";4� .i.:'; 0'y::,q,):.r : y 1 4.y : .. _,L, N TC 1 inch = 20 f r ✓ 1 \ \' a ;. ;,.:'; _ ,�: `���'1y•Ji.cb�iY.ray 6yi y�3: '1 d,,�'�:ti, ti•- - - - INLET AT .;;';��,. <;.-,`�;;;'�;� ..•:...' ... :'>: ti `�;`r .s'•.�:OUTLET A BEGINNING .,::a•:::..: .,.;. :;;:..•' - T BEGINNING OF ROW � y t t G OF ROW •' » : f'f e''• :'i i::':` .:{'� i r : R. - _ :,:::' 4 PVC PIPE:.�''a . \ t �'• - ., ::,�'-• ,'�;::;„•;•sr ?:,':' •.,,4 �A;::� ESTABLISH VEGETATIVE COVER i--- - '!, c,.,`,', •ir.re '';.m''1''. •..P.'$•:P, - �!'Y,r •• ;.ASV ;:�•; :t' • /- 15. 0 \ x. ., `;i',�:?, Syr_ ;.t;r 3 ;" :;•a.;y ATIVE A• -y� Q _ 1 �� ..;Y•::• �(TYP. '„ 12 MIN. QUICK4 STANDAR :' :, _. OUTLET AT END OF ROW \ ,,3 =..•t..a - %;': ;: + 9� �: , �j / / :/ - _ f--- - -- 4 1 r' ,✓ ' CHAMBER (TYP.) / r..• •• .:� :,,,�- 36"I Ax. of � - _ • _ -, �' _ _ - _ ` • . � • / .1- � _ / Q _ '� •` � FEET DESIGN CAL A T Z / _ / `., _ ___ •__ _ -,E._ �� � L IONS Design percolation rate T = 40 minutes per inch --- ---- Number of bedrooms = 5 Maximum daily Flow Qmax Qmax = 5 bdrms x 2 persons bdrm x 75 allon a 150q _ 9 s�Person/d y x o Y, _ - ___ ___----------- ----- � ,� f- � max 1125 9pd 65' ,l- ($C1 . MIN REO'D)1- t � -- - / 5.00' SEPTIC TANK Z w V = 1250 gallons for 4 bedrooms plus 25 / ' a <, / �' -. , �' �, C�'1 -- g 0 gallons .for each additional •- �± , `.� ----------- ,- � _ � ` <'-----____ - � _ ;, P 9 0 _bedroom `,` i `- _ _ / - - • �` -' f f 1 '` SERIAL D/STR/BUTION V for 5 bedrooms = 1500 gallons (SEE DETAIL) Use 1500 gal/on, two compartment precast concrete tank b Copland Concrete or e uiva/en w o a \ - l PROFlL HOLE ,,e•-�S(,lQ r f y P q t oo .� o w t q Zja� q ABSORPTION AREA v /- .t =� LOT 1 / _ ;� ,11 Q I ` ' I ' ,5 Based on A licatio Rate: w Q v �a r 3.426 ACRES _ - - ,pl --/ ' - - - " 1 Q pP � V, �• ^! <. :� -- ---- - -----' / PER -3___ L 5 �• NSPEcnoN PORT,.---` - Q i .1 _ _ _ A = 1125gp d/0. 45 gpd/s. f. >- z 14 � - ;.,.•{TYPICAL) _0 t A - 2500 s. f. c� J 28.24` W i FLObVLINE OF CREEK '' , x\ % U/CK 4 STANDARD Standard In fll trator Chamber System rn a trench configuration with an allo Wed 50 ercen t O - - - lNFIL TRA TOR CHAMBER / ------------ - - 6 ---- / -'- -� -` reduction in the absorption area is recommended. p v \ 7 - - - • i 1 - -INCH DIAMETER SDR35 A C0I7eC ted = 1250 S. f. W EFFLUENT LINE _ Q i PERCC--1 Surface area of one Quick4, Standard Infiltrator Chamber = 10 s. f. w ~ Use 125 Quick4, Standard, Infiltrator Chambers in trenches as shown on the plan. ' �5 , 1 500-GALLONS, TWO-COMPARTMEN7S. PRECAST, CONCRETE SEPTIC TANK 14 F'53ti 2 ` 1 "' c (n N T S• h m 0 CD 1. Bends in the building sewer shall be limited to 45 degrees. 1` 2. The septic tank shall be installed level. The tank shall have removable covers or manholes • j------'- -•- _ _ __ ---_ within 8 inches ' - 31 {20 /N READ) of the finished grade, for inspection and chaning. rn es to r ` v 0 - - _ - - - - 7514 - - - - - 1 ' -INCH D/AMEMR, o ti rT1 J. Excavate three (3) feet wide trenches. The horizontal distance from sidewa/l to sidewo/l between the trenches N Cn - -- - - ► , " -' SDR35 BUILDING / �+ `, r. --- L s e a minimu o feet. SEWER LINE , f 1 1 h all b m f six (6) M -- - _ V_ N � 1 7516 4. The bottom and the sidewa/ls of the trenches shall __- - ---`- ` g� A �J S/LT FENCE 1 -P s a / be raked to eliminate smearing. J - -y� o r,• 1� ;� 5. Assemble and instal/ the Infiltrator h b � R UO O IMiT OF j. e t ator C am ers in the trenches according to the manufacturers U t� `� _- - ; r r CONSTRUC71ON 1 N recommendotions. Z rn ��-_ r---� EANOUT f - 1 x II 6. Backf!Il the sidewolt area with native on -site soil for proper sup ort. U P v x 7. Backfill the trenches with a minimum of 12 inches of tamped soil cover. O �j W - 00 LIMIT of - W00 COIVSMUC77 � "_� �� 15� ' t ; � ' - _ �y I 8. Avoid vehicle traffic over the system. \ M o � _ _ - - - - - 1 ►-7 00 d3 9. All installations shall meet the rules one regulations of the Eagle County Environmental Health Division, Chapter 4, Individual Sewage Disposal Systems. U x001 N .. _ r - ' "} 10. The Septic System Installation shall be inspected b the Ea /e Count Environmen l ^ - l Y 9 Y to Health Department and n p -- --- -- ��. ---- _ - _}--/ ----- a --------------- � `� `� by the Design Engineer prior to backfilling. ''�V O �W -r, -\ �k, ' 1 rn SILT FENCE _ _ `�`. �� N tit �•' � I Or f t 15Q0 GALLON TWO- �� P FOUND EBA W? CONCR�'TE SEPTIC _LAN BY PE7ER A. LENDRUM FA/A ARCHITECT No. 5 REBAR WITHTANK- SITE ALUMINUM CAP L. S. No. 20695 _ _ f ` �•' i (ELEVA 770N = 7531.5) :' • '`�mesmmemv_q--------------- ---- RECEIVED 7526 ���--- o / - TELEPHONE N89�0'44"W-_ I � I •-s%%' - PEDESTAL JUL ny ?OOT 15.00 -_- ---- ------ ------ 'c' N85�546 W - __ •' F s 7532 , -� -- yyo x-_ �...IHDNMENTAL , sue° '�� : �% �'���-� ` , - ! " - HEALTH DEPARTMENT' • 7534 / LOT SIGN TV PEDESTAL ' WV'-'7 39s. WATER MANHOLE-1' '' ' ����```' p REG'''.,, =---------------------------------- QUICK 4 STANDARD CHAMBER 2 -2 VO: arc+ --- --- - - _ -PLAN VIEW 29526 _ _ l (EFFEME LENGTH} i� •S•5 •�t'\�\= ------------ _ - '' - , / 7.4'LOWER i• • 7536�'� -�,,� 7 U77LITY EASEMENT _ 7539 5' / (HOGHT : i .• •.' • ► . `� ' ��4/�:Il i��. ` _ ... Env . (RECEPTION No. 534030) - "" _ _ _ _ - - TELEPHONE ® ® ►unuun►�► - -- -------- - --- ---- - -- - - _ _- - 7539.9 PEDESTAL _------------------------- ----- - _ -__r ELECTRICAL S ■ ' I /' i` fill 0 -- _ _. OLD �"� _ - - TRANSFORMERS _ _ _ _ _ - _ _ _ - 7538.8' 7539.8� SECTION VIEW SIDE VIEW OR.4 %1�l B y: . P. A M _ - _ _ CTV PEDESTAL L . ER �/ 7537.2' _- - --- --- ------------ - 0. W) R Oq D 7537.7' 7538.3' 4 =¢ • ` 7539.2 4'-1 " CHECKED BY L.P. -``` PERCOLATION TEST RESUL TS WATER VALVE PROJECT NO.: 06167 - _ M,,, _____- - PROFILE HOLE , TYPICAL 7538.5' - 7537.3' - D4( } 0 to 1 foot Topsoil Perc No., 1 Perc No. 2 Perc No. 3 - ------ __ 7537.r 1 to 3 feet Brown, ravel clay with roots • • • _ � gravely y 40 minutes per inch 32 minutes per inch 40 minutes per inch ' ' "' DA7Z: JUNE 29, 2007 --- ----------------= ' 7538.0• 3 to 8 feet Brown, gravelly, sandy clay No ground water encountered Average percolation rate recommended for design T = 40 minutes per inch. N.T.S. BY COPLAND CONCRETE OR EQUIVALENT SIDE YIEA' DRAw1NG NO.: 06167SD.DWG SHEET. C-2