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Home My WebLink AboutEngineered Injection Well System Plan - 2015S TOP OF FOUNDATION I' EL= 100.3 j •d I 24" Diam. Cast Iron Frame and Cover gl Raised to Grade EL=99.5± EL= 100.3 1 Use LeBaron LK I I OA or Equal A \�8.5± __..98!.0± \ /\ �\ 12" Diameter HDPE v • 4 and Polyethylene (Typical) at I% pitch or Greater = ---- a•;..•; 6" Layer of I/8" - I/2" Stone - 97.00 T = - 12" Diameter HDPE 96'.! (Typical) a -. __ G.0' a• - _ - - _ - 3/4" - 1-1 /2" Stone r4,0\ G.0'-- -r4, 82' 14.0' 28' --r DESIGN CALCULATIONS 4,500 GPD (Peak Flow) x 200% = 9,000 Gallons Required Using Two (2) G' x G' Leaching Catch Basins with 4' of stone around: Volume V = (7r32 x G) + 0.45(7EG2 - 7C32) = 398.7 ft3 Volume Leached L = (7rG2 + 27rG x 3)(GO min.)(0.0 17 ft/mm) = 230.7 ft3 TOTAL = G29.4 ft3 Capacity = 2 x (629.4 ft3) x 7.48 Gallon5/ft3 = 9,4 1 G Gallons > 9,000 Gallons Required CONSTRUCTION NOTES 24" Diam. Cast Iron Frame and Cover Raised to Grade EL= 100.7± Use LeBaron LK I I OA or Equal 4 mil Polyethylene _ - - - - G" Layer of 1/8" - 1/2" Stone r4.0' G.0' --r4.0'- 14.0' TWO (2) GI xi G' Leach�ncj Catch 133151nsi, with 3' of Stone ground USE LP- 1000-H-20� AS MANUFACTURED BY SHOREY OR EQUAL _ I i i I J.) LOCATION OF UTILITIES 15 APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF ANY WORK. THI5 INCLUDES, BUT 15 NOT LIMITED TO, REQUESTS TO DIG5AFE, ANY PRIVATE UTILITY COMPANIES, AND THE LOCAL WATER DEPARTMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND PROTECTING ALL ABOVE AND BELOW GROUND UTILITIES PRIOR TO AND DURING CONSTRUCTION. 2.) ALL COMPONENTS SHALL BE RATED FOR H-20 WHEEL LOADS IF UNDER PAVEMENT OR DEEPER THAN 3'IN DEPTH. 3.) ALL WORKMANSHIP PROVIDED SHALL BE IN CONFORMANCE WITH THE SPECIFICATIONS OF THE DPW OF THE TOWN OF YARMOUTH. 4.) fL0WA51 F FILL SHALL BE USED AROUND ALL CATCH BASIN GRATES AND A5 BACKFILL FOR ALL ROAD CROSSINGS 50 AS TO MINIMIZE SETTLEMENT. 5.) THE LEACHING CATCH BASINS SHALL BE SET INTO CLEAN SAND. THE TOWN OR ITS REPRESENTATIVE SHALL INSPECT THE SOILS AROUND AND BELOW THE LEACHING FACILITY PRIOR TO FACILITY INSTALLATION. G.) SOILS CAN BE VARIABLE AND TEST HOLE DATA 15 NO GUARANTEE OF SOIL CONDITIONS IN OTHER AREAS. IF SOILS DIFFER FROM TH05E SHOWN IN THE SOILS LOGS, DESIGN ENGINEER IS TO INSPECT THE SOILS PRIOR TO PROCEEDING WITH INSTALLATION OF ANY INJECTION WELL COMPONENTS. 7.) THE BOARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE BOARD OF HEALTH AND THE DESIGNER. THE DESIGNER SHALL CERTIFY IN WRITING THAT THE INJECTION WELL SYSTEM WAS INSTALLED IN ACCORDANCE WITH THE TERMS OF THE PERMIT AND THE APPROVED PLANS. 48 HOURS ADVANCE NOTICE IS REQUESTED. 8.) INSTRUMENT SURVEY CONDUCTED FOR PROPOSED WORK ONLY. SITE PLAN SHALL NOT BE USED FOR STAKING, OR ANY OTHER PURPOSES. 9.) THIS PLAN DOES NOT CERTIFY, GUARANTEE OR WARRANTY COMPLIANCE WITH DEEDED OR ZONING BYLAWS, SPECIFICALLY, BUT NOT LIMITED TO, SIDELINE SETBACKS AND BUILDING HEIGHT RESTRICTIONS. OWNER 15 RESPONSIBLE FOR OBTAINING SUCH A DETERMINATION FROM THE APPROPRIATE AUTHORITY, STE5T HOLE LOGS Test Hole #I (�L=99.3±) EXISTING SPOT GRADE Depth Layer Soil Class Comments 0"-30" Al Loam ✓k Subsoil WATER SERVICE LINE 30"-1 50" C Medium to Coarse Sand UNDERGROUND UTILITY LINES 9G"-240" i with Trace Silt Perc rate <5 min/inch Test Hole #2 (EL= 100.0±) EXISTING SPOT GRADE Depth Layer Soil Class Comments 0"-30" A/� Loam * Subsoil WATER SERVICE LINE 30"-144" C I, Medium to Coarse Sand UNDERGROUND UTILITY LINES 9G"-240" i with Trace Silt TOP OF BANK Test Hole #3 (L=0.0±) EXISTING SPOT GRADE Depth Lay' r Sod Class Comments 0"-24" A/ Loam ✓f Subsoil WATER SERVICE LINE 24"-138" C Medium to Coarse Sand UNDERGROUND UTILITY LINES 9G"-240" C2) 1 t Gravel with Trace Silt TOP OF BANK Test Hole #4 (EL= 100.0±) EXISTING SPOT GRADE Depth Lay�r Soil Class Comments 0"-36" A/6 Loam * Subsoil WATER SERVICE LINE 36"-9G" C I F -M Sand some Silt UNDERGROUND UTILITY LINES 9G"-240" C2) 1 Fine Medium Sand TOP OF BANK 1 DATE OF TESTING: 10/28/82 SOIL EVALUATOR: E. J. FLYNN ENGINEERS BOARD OF HEALTH AGENT: ROBERT CANNING, HEALTH DEPARTMENT PERCOLATION RATE: LE55 THAN 2 MIN/INCH IN "C" LAYER NO GROUNDWATER ENCOUNTERED NO GROUNDWATER PRESENT AT ELEVATION OF PENN CENTRAL RAILROAD 4 i 3/411- I-1/2" Stone Kom INSTALLER TO VERIFY THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO THE START OF ANY EXCAVATION ACTIVITIES AND RELOCATE AS NECESSARY (SEE NOTE # 1) 00 N 89°0025" E I EXISTING SPOT GRADE / . i.,< PROPOSED SPOT GRADE 205.88' EXISTING CONTOUR -24- 1 CO w WATER SERVICE LINE o Infection Well System I--- ---BENCHMARK u UNDERGROUND UTILITY LINES G GAS SERVICE LINE - y - TOP OF BANK BENCHMARK LIMIT OF WORK .'% `\ #CCAKC-I d -°-° '." _ _ "' ST W DB DISTRIBUTION BOX SAS % aTP #3 Top of Concrete Bound RESERVED FOR FUTURE USE , ° CATCH BASIN d .4d -m mp#6 If L=99.5 (Assumed Datum) CONCRETE BOUND I\ i � 1 _ .d ° \/\Ln // 0''a #JQ P #3 .d • ° a, a o /\I #9 I •'N s d 1//i/3 Y^ '�•.-. nd` o a . a a • do'4° ° ' ' \ Infection 4 40Proposed a 4 Existing Pveil 0 4.a " o' 4 I Well System i,- •a da ° . a . d'' -Parkin gLot ` 4.p NZ / b a' -„ ,° : .. 4 N /41 \ • :o . I . / o a \. Q., 4 / _ \ i,\\-.- S / 3/ 6 od•d ^`a 1 2S, / /. \ o ,'a.I\ \•��#\�J I�°/ � nil °' o. .. .4•'q°4. ••a. t`{ \ #5 o'/I '•I\' \J I BOUIer /' / 1\C_i// ,11_ ° o 4 4 ° 4 .:4 a ' \ \♦ # 13 , ° . d o TP#,4 .4 o° d :;a .t, n. Q o o'A 'o d. a o a a 4. /' Existing • °' . a a 4 `t a• : o °a Boulder e' ° -6•'° ° °' •�i'D-B'OX o o °' °n,. A + r ., d �a !Shec .°• % .® i \� °° d1 /a #I a\\. ° / /o \\ o d = yz 4 a ,,,•,_: ,`_� / _� ° 1. J P /' .'' I 100 jShed% �</ 4 °d. c. J. Utility a ° a \\ #7 / Parcel9 \__,� LU [P�011e4. ty (V //� °•'o ,A 4- ° • 9 v .Q o' / "�L7 a z(n o Area=0.48 Acres± Pole N �••- e' o a s .a a •o Lr)O Fence n Water as Q • ' 4 .. c -c -c -c -c -c -c N (\/ •' d 'E-E-E-E•-�E-d .G E- A -E -E -E -E- o _• Z Emer II \\ IE E E?• 0E--1 dEIVIH ° '4 a a. °a :•• •a • °e a; •• , G•�-G QG 4 Gen . '1 a \ n .� - e'•' 4 G�-G•.••-c' •° ' 4 . 4 . .° m o,• : a . _4 0,.: --r-_.- d -"'g.• ' _�._ �,�y_G G� o '° a . a is \ " o• af. d a d'o-,.�.•_� ;.:.G •may/ 'd / a\A. c4 A. W 104' 1 d�' I:d .a / di % /. la. ': ti °4 �° �°a'• ° f; a�'`. .a\I / I j : .•°' I\ / /Qa\.°_ \�4J./\\. °` I I ?4 Sawcut Pavement as Shown "° ° d q 4.11 n_and Replace as per Detail r to Match Existing a4•d r . d'4 ' a O G .o •• i \'J 1 d. d o s r Connection location into building /// / /// / ////////// // /// a' yi ' ° I • . :° 4 ° a to be determined based on \ , ° :. 9 , EnxistDgaved 4.4. underground utility locations and / ° ; r�1 xi6im interior utility locations \ % / \ ° SeptRc� 9 ° ° 4 '�•--..../ / ...;�. .i: _Tank .'I ,.° 4; A.a I� Y 'i / Bldg #241 - BaAn•/( -4-\� 4 J G� \J ' i '° ' J4 Lf'dlar-- o` .d a :o .n. \�# 1 6✓/d / Ewsting Medical Office °' °' A A Top of Foundation / ,� ° d' a ' A4 EL= 100.3± �477 d' I /) 4 a ' / ,. :.a ' I °° d d -�4 9E ` 205.25 S 8910G125" W "I " ASPHALT TOP COAT /////////////2" ASPHALT BINDER BASE COURSE GRAVEL OR RECLAIMED ASPHALT \MMMM SUB BASE.'. �:< ',;• EXISTING MATERIALS PARKING LOT DETAIL NOT TO SCALE PAVEMENT SHALL BE SAW CUT AS REQUIRED. TRENCH SHALL BE BACKFILLED IN G" LIFTS WITH EACH LIFT COMPACTED TO 95% STANDARD PROCTOR. PAVEMENT SHALL BE PLACED ON G" OF T -BASE OR EQUAL WITH THE BINDER 2" THICK t I " FINISH (3" OF PAVEMENT TOTAL). SITE PLAN SCALE: I " = 20' >, ��.. BENCHMARK Top of Concrete Bound EL= 100.3 (Assumed Datum) VA P N /InI ITH yar>r outL Health Department APPSOV id ame /Date 0 20 40 GO SCALE 1 "=20' C:\Oceanside\CCAKC\CCAKC-Drainage Plan.dwg SITE LOCUS NOT TO SCALE I .) Assessor's Map 33 Parcel 0 2.) Deed Book 3628 Page 021 3.) This property Is In a Zone II of a Public Water Supply 4.) Flood Zone: C LEGEND REVISION 02/20/19: Revised Profile, Design Calculations . Prepared for: Fresenius Medical Care, Inc. 241 Willow St. Yarmouth Port, MA Proposed Injection Well System 241 Willow St., Yarmouth Port, MA Prepared by: oMoo "HEIPUE P.O. Box 201, Brewster, MA 02631 Phone: (508) 896-1513 Date: 04/28/ 15 I Scale: As Shown By: LIP I Check: MLA I Project No. 0514113 EXISTING SPOT GRADE 24x5 PROPOSED SPOT GRADE 2-10- EXISTING CONTOUR -24- PROPOSED CONTOUR w WATER SERVICE LINE o OVERHEAD UTILITY LINES u UNDERGROUND UTILITY LINES G GAS SERVICE LINE - y - TOP OF BANK -0--o--o-- LIMIT OF WORK EDGE OF CLEARING -°-° FENCE TP TEST HOLE LOCATION ST SEPTIC TANK DB DISTRIBUTION BOX SAS SOIL ABSORPTION SYSTEM Reserve RESERVED FOR FUTURE USE `� UTILITY POLE ® CATCH BASIN FIRE HYDRANT DRINKING WATER WELL a CONCRETE BOUND LEACHING CATCH BASIN SEPTIC LEACH PIT REVISION 02/20/19: Revised Profile, Design Calculations . Prepared for: Fresenius Medical Care, Inc. 241 Willow St. Yarmouth Port, MA Proposed Injection Well System 241 Willow St., Yarmouth Port, MA Prepared by: oMoo "HEIPUE P.O. Box 201, Brewster, MA 02631 Phone: (508) 896-1513 Date: 04/28/ 15 I Scale: As Shown By: LIP I Check: MLA I Project No. 0514113