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AREA BE Andover,MA 01 81 0 168 RPROX.CLAYER 168 168 ------ESHGW PROTECOTED EROSION CONTROL ONLY 9 9 9 chon risen ineerin.com 167 ti„ 167 167 .. '%.'% NEED IF EC IS NOT alek@chon risen ineering.com -4-PVC VENT------------------------------------------------------------- FILTREXX SOXX(12"TYP) NEEDED 9 9 6-OUTLET D-BOX(H-20) 3 FTABOVE GRADE (SEE DETAIL) DOWNSLOPE 978-655-0885 I(1).162.02 ya 166 I(0):161.85 166 166 FAQ 9"MIN/36"MAX FILL. -------- ------------------ - -4''PVC INSPECTION- OVER SYSTEM FREE OF LOAM&SEED 4"PVC INSPECTION PORT PORT CAPPED �P WORK AREA / \ STONES>6" CAPPED WITHIN 3"OF FINISH WITHIN 3"OF FINISH ' 165 RISER SET TO GRADE 165 GRADE 165 PAN GRADE(TYP) 4"LOAM&SEE BLOWN/PLACED 2"x2"x36"WOODEN /36"MAX FILL FILTER MEDIA STAKES 10 FT O C (-1 .. 164 ��� 164 .9"MIN 164 P�'jHQFM S 2"OF'g"STONE OVER SYSTEM FREE OF FILTREXX SOXX(12'TYP) STOCKPILEAREA OR GEOFABRIC / I (SIZE CAN VARY) I ALEKSANOR J.yG� STONES>fi" Ilf PROPOSED 2"OF 5 STONE o CHONCRIS 163 163 15 FT BREAKOUT 163 WORKAREA BUILDING SEVVER -- - -- -- --- ---- - - - - ---- ---- ---- ---- (MEET W/OUT -- OR GEOFABRIC - ------ AREA TO BE PROTECTED CNIL VERIFY PRIORT \ BARRIER) ,;; ;; ;; COVER OR SEED IF WILL BE No.56795 EXCAVATION `20.r 12 MIN UNTOUCHED FOR LONGER qT'o n'FO/sTER�� 162 EL.'.162.63 -- _ _ _ I �.\ 16.2. ................I...... ,��4,�.SCH.40 Mi N._____ 162 + THAN 7 DAYS FSS/ONAI-E�O\� I _-I 0.5%SLOPE T rr61.75 � I I 161-2000 GAL 2 COMP. - - 161 / I 20.0 -I-6"BELOW 3"TOE STONE __161 SECTION 161.50 \ a 1 I BELOW PIPE BOTTOM(MIN) NOTES: 50.0 1.ALL MATERIAL TO MEET FILTREXX®SPECIFICATIONS. MONOLITHIC I 161.00 I I 2.FILTER MEDIAT'FILL TO MEET APPLICATION REQUIREMENTS. fy 160 160 r I 160 3.COMPOST MATERIAL TO BE DISPERSED ON SITE,AS DETERMINED BY ENGINEER. - SEPTICTANK(ST I(I):162.43 I I � j jam-�FT OVERDIG I(0):162.18 6"OF'TO 12"'STONE /I 4.Or 1 FILTREXX SEDIMENT CONTROL STOCKPILE AREA 159 BELOW PIPE BOTTOM(MIN) 159 /I I 159 4"SCH.40 MIN.- 4"OF ro 1z'$roNE I MIN 1 / NOT TO SCALE NOT TO SCALE I CERTIFY THAT I AM CURRENTLY APPROVED BY THE a ABOVE PIPE BOTTOM 6"OF q'CRUSHED I O.5%$LOPE I I I DEPARTMENT OF ENVIRONMENTAL PROTECTION STONE COMPACTED I TITLE 5 SAND I PURSUANT TO 310 CMR 15.017 TO CONDUCT SOIL 156 I 4.0'I 158 I {� 158 EVALUATIONS AND THAT THE ABOVE ANALYSIS HAS BEEN MIN I /1 PERFORMED BY ME CONSISTENT WITH THE REQUIRED TITLE 5 SAND I I 1 TRAINING,EXPERTISE,AND EXPERIENCE DESCRIBED TRAINING, CMR 15.017.I FURTHER CERTIFY THAT THE RESULTS 157 __ __ I______ _ I _ ______ 157 I / 1 157 OF MV SOIL EVALUATION,AS INDICATED ON THE 1 / 1 ATTACHED SOIL EVALUATION FORM,ARE ACCURATE AND IN ACCORDANCE WITH 310 CMR 15.100THROUGH 15.107. FT OVERDIG 156 I f 156 I// ~C LAYER-(3070' S 156 Plan Title: - I - I C LAYER(30 70' I - y 1 BGS) /gG$) I I I 115 CANDLESTICK ROAD 155 / 155 / 155 NORTH ANDOVER,MA I I SEPTIC AND POOL PLAN 154 154 j SET LEVEL ON C j 154 153 153 153 2-1"x1"X4'WOODEN STAKES EACH BALE(TYP) HAY BALE:36"x18"x24" SCHEDULE OF ELEVATIONS 1 SYSTEM PROFILE INV.OF PIPE AT FOUNDATION(ESTIMATED) 162.63 SECTION VIEW INV.OF PIPE AT SEPTIC TANK INLET 162.43 BUTT SEDIMENTATION CONTROL BALES TOGETHER V:1"=2' INV.OF PIPE AT SEPTIC TANK OUTLET 162.18 V:1"=2' ° ° INV.AT D-BOX INLET 162.02 Address Info: INV.AT D-BOX OUTLET 161.85 ° I ° START OF BED AT 4"INVERT 161.75 DISCHARGE HOSE FROM SUMP 115 CANDLESTICK ROAD END OF BED AT 4"INVERT 161.50 ° i ° 2-1"x1"x4'WOODEN STAKES EACH BALE(TYP) NORTH ANDOVER,MA BOT.OF SAS(6"OF 4'STONE) 161.00 10, ;I PID:1096.A-0106-0000.0 TOP OF BREAKOUT 162.25 ° ° HAY BALE.36"x18"x24" 3"OF 2"OF CRUSHED STONE AROUND HAYBALES PROPOSED FINISH GRADE(MIN/MAX) 163.3/165.3 BOOK,PAGE:15916,319 ESHGW(48"below high contour) 157.00 ° - - -- - i MIRAFI FILTER FABRIC ZONING:RESIDENCE 1 DISTRICT(R1) T 3"OFq"CRUSHED STONE Owner Info: I, II II I I II II II II --I-NATURAL OCCURING SOIL I II II !II II !I I II II I SCH.40 PVC TEES TANNER COMFORT LOCATED ON CENTERLINE OF TANK BENEATH COVERS RISER SET 10' TANNER.COMFORT@GMAILCOM TO GRADE DEWATERING PIT DETAIL 609-634-5289 NTS 3" 3" 4"DIA OUTLET _-------- MAX LIQUID LEVEL RUBBER BOOT ______ _____ W/CLAMP(TVP) (1)-4"INLET 2" 13"_ 3"�_ MASS DER 14 14 APPROVED FILTER ( I I 10" + 8^ NOTES. 7" 1'-4" SCH.40 PVC TEE N ALL INLETS,OUTLETS,JOINTS, ' 48" (W/BAFFLE) AND COVERS SHALL BE SEALED (6)-4"OUTLETS 2" AND MADE WATERTIGHT AND PLAN VIEW SECTION VIEW BAFFLE WALL SHALL CONFORM TO 310 CMR PROVIDE GAS 15.227 6"OF?"STONE 2. SEPTIC TANK CONSTRUCTION NOTES: BAFFLE ON ALL SET ON COMPACT OUTLET TEES AND INSTALLATION SHALL 1. ALL INLETS,OUTLETS,JOINTS,AND COVERS SHALL BE SEALED BASE CONFORM IN EVERY WAY TO 310 AND MADE WATERTIGHTAND SHALL CONFORM TO 310 CMR CMR 15.223,15.224,15.226& 15.227 15228 2.SEPTIC TANK CONSTRUCTION AND INSTALLATION SHALL CONFORM IN EVERY WAY TO 310 CMR 15.223,15.224,15.226& 15.228 NDS 6"POP-UP EMITTER 3.D-BOX TO BE SET ON 6"OF COMPACT'4"CRUSHED STONE 2'(W)x2'(L)lf GRAVEL PIT SEPTIC DETAIL:2,000 GAL MONOLITHIC TWO COMP (DEPTH VARIES) 4"SCH 40 NOT TO SCALE 6-OUTLET D BOX(H-20) - PERFORATED PIPE NTS h S:0.5%-4% --DECORATIVE STONE-m-`_ 4" 6"SDR-35 DRAIN PIPE AS RISER(LENGTH VARIES) m m m m SHIFTED _-, c - 2 04/22/2026 EMITTER 6"SDR-35 DRAIN PIPE _ '-- --- 1%PITCH FROM TRENCH NON WOVEN `-`(....� J»� MIN 18" 1 03/24/2026 ADDED FENCE GEOFABRIC NON-WOVEN GEOFABRIC (TYP) Vim= _( NoV Date Description LOAM AND SEED ' 1-2" -�- 2"OF g'TO'q"DOUBLE DOUBLE WASHED � ��-� �>�. `` 4" WASHED STONE OR MIN.3" - - - NOTES. CRUSHED STONE ` - GEOFABRIC Date: 03/10/2026 R 1. INSTALLATION TO BE CO SPECIFICATIONS SET IN GRANULAR COMPLETED IN A 1 C'PVC INSPECTION SCREW TYPE CAP NnTH MANUFACTURER'S TIONS. SUBSOIL 'MIN(36"MAX)N ORT W/THREADED WITHIN 3"OF 2. EMITTERTO BE INSTALLED IN A2'X2'XV TRENCH CLEAN,STONE AND AP W/IN 3"OF FINISHED GRADE COMPOSED OF CLEAN�"CRUSHED NE 24„ Drawn b y: AJC 4"OF E TO VE CLAY FREE FILL FINISHED GRADE BREAKOUT EL.15 FT 3. DO NOT SCALE DRAWING. STONE ABOVE (DEPTH DOES NOT FROM EDGE OF SAS INVERT INCLUDE LOAM LAYER) (IF NO IMP.BARRIER) NDS POP UP EMITTER DETAIL STONE TRENCH DETAIL Approved by: AJC 4"DIA.SOLID PVC PIPE(IF EL.=SEE PLAN 11 PERF.USED,WRAP PIPE NTS NTS ----------------- IN FILTER FABRIC UP TO SEE SITE PLAN FOR THE TOP OF SAS) LEACHING LATERAL Job Number:25.224 _, 4 FT 4 FT 1 1'2 FT LOCATION OF IMP. (TYP) - .,(TYP) (TYP) BARRIER 4"DIAMETER TOP OF C OR EL=SEE PLAN E. _ `1 PERFORATED TEEDVC PIPE STOPAND TITLE 5 4'SCH.40 _ 20' EL.=SEE PLAN p TITLE 5 SAND DETAILS BELLOO 6" A' i z"STONE C LAYER W INNVERT SYSTEM SECTION VIEW INSPECTION PORT DETAIL NOT TO SCALE NOT TO SCALE SCALE: AS NOTED SHEET 2OF2