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APPROVED PLANS 15 Crosby Civil 04272026- +ram 21 ' r u 1 q %r q-- �� -- •"m �•a �rC � Is �,� SALEM PLANNING BOARD Ilk 17 3 0 rev 13 3 e lee. 14 CHAIRMAN DATE NO DETERMINATION AS TO COMPLIANCE WITH ZONING ORDINANCE REQUIREMENTS HAS BEEN MADE NOR CAN BE CONSTRUED AS INTENDED BY THIS ENDORSEMENT. 14 36 20 13 cr '.10741 - 4 It 1# S 1 TE I, ,CLERK OF THE TOWN OF SALEM, DO HEREBY CERTIFY THAT THE NOTICE 13 267 OF APPROVAL OF THIS PLAN BY THE PLANNING BOARD 412 �,� �� 12 � � ��' HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE 4 14 + AND THAT NO APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER SUCH RECEIPT AND 44 4 �-' ,,� RECORDING OF SAID NOTICE. 4S p TOWN CLERK DATE: 48 1.5 51 #� 7 53 31 3 WAIVER REQUEST RECORD OWNER SECTION V DESIGN STANDARDS 15 CROSBY STREET LLC 13 .2 00" d 2 a. WIDTH 24' PAVEMENT ' rrM1 . c 2 a. NO CURBING ,�,� , � L 2 a. NO SIDEWALKS DEED REFERENCE N n 2 a. NO GRASS STRIPS CERT. 91043 1:4 514 320 310 4 B. DEAD END STREET 30 RADIUS 311 42 PARCEL ID dK 50 m ; ]IS MassMapper 08-0044-0 FOCUS MAP SHEET I OF 6 N . T. S. DEFINITIVE SUBDIVISION PLAN OF 15 CRO SBY STREET I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN CONFORMITY IN RESERVED FOR REGISTRY USE ONLY WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS OF THE SHEET 1 COVER SHEET COMMONWEALTH OF MASSACHUSETTS. MA SALEM , SHEET 2 EXISTING CONDITIONS PLAN PREPARED BY: P.J.F. AND ASSOCIATES "OF 4 HIGHLAND AVENUE SHEET 3 LOTTING PLAN ��� WAKEFIELD, MA 01880 � m (781) 883-5473 SHEET 4 PROPOSED GRADING PLAN Malis REV 4/14/26 0' 10' 20' 30' 40' REV 3/23/26 SHEET 5 UTILITY PLAN REV 6/16/25 SCALE: 1"= 20' DATE: AUGUST 18, 2025 FILE No. 8111D-1 SHEET DETAIL SHEET PAUL J. FINOCCHIO P.L.S. No.36115 FIELD PLOT DESIGN DRAFT CALC. CHECK SALEM PLANNING BOARD N SMH R=91.59 I= UNABE TO ❑PE Y Y 2 � 86X1 .Q 10, EDGE OF PAVEMENT oom 91�� 87x CHAIRMAN DATE �\ 3g, BENCHMARK 93 9S� 40"F MAG NAIL EL=98,41 UP 93X1 X8. \ 9 98 90 4 DITCH 9 X4 — \\ X1 92, 90X2 ' 93X / 98X4 94 WG 7X9 93XO 93X5 98X5. \� 18" — U � 9 X6 8X3 �°� / —_ DTP-1 98X5 . \�-1D_" _ 9 9 912 99 2 99X3 99X0 . . 0 . 98X4 9 9 X �99� 99X1 99 0 � 4 0' 98. 0 / \ 8 2 /9lX8!��3 �/ 9gx3,WG 98 5 1. _ 99 4,) / 99X6 9 EDGE ❑F PAVEMENT ti / 1p,0 _ 99X8 9 / g1X / g 3 1oox� I I, ,CLERK OF THE TOWN OF 88X1 92 / . 100 99X2 g 8 99 99 100�C2 o" 6.A� �100X499X1 100X3/ �100 — 99X9 1 1 —L SALEM, DO HEREBY CERTIFY THAT THE NOTICE x x8 99 OF APPROVAL OF THIS PLAN BY THE PLANNING BOARD 10 2 100X2 10 4 101 3 100 0� 4. HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE 100X3 / R-95.5 10oX7 0 1�513 AND THAT NO APPEAL WAS RECEIVED DURING THE I = - o, TWENTY DAYS NEXT AFTER SUCH RECEIPT AND 7X1 4�5 / I=87.8C❑UT) 100 9 GRAVEL i�� 2 ��� v '' 102X6 RECORDING OF SAID NOTICE. / so= TOP OF S PE 9 100X3 101 i 10 2' \ _ 10, 8 X9 I dX3 �1 104X5 105 0 10 51 $ �d�, TOWN CLERK DATE: 10 �,102 LOT 709 \ 104�C7 f o 9 99X7\� TP-2 28,296 S.F. 100X6 f I 104 8 \ Zb0 4 \100 I 105X5 99X � \ _ \99 99X0 10�X8 87 1 \ 9915 060 109X4 109X1 3 X6 98X6 FF,1 06X2 10 44 98 — — - — 97X \ 9 � 114X0 \ 00\ 94 0 .9 X4. 2 0C_ 103 9 0 \116XO WG 96X7 96X9 113XO \ 86X5 \ 96X2 96X8 105XO 109X9 \ \115X 6X8 96X9 88X5 �s \ 99X6 PATI❑ 11 RECORD OWNER 97X2 I 88 7 9iS 0 �o0 \ 00 1oox7 ti��� 51�� 15 CROSBY STREET LLC 7X3 s 04 91X9 \ 100X � S 8 3 X\ 97X8 DEED REFERENCE \ 99X3 1 100X9 CERT. 91043 92X1 6X DOC. 588202 I 98X0 PARCEL ID I9 0 08-0044-0 95 4 X8 SHEET 2 OF 6 LEGEND EXISTING CONDITIONS EXISTING CONTOUR — —1 EXISTING SPOT GRADE 98XO SEWER MANHOLE O SMH WATER GATE WGO DEFINITIVE SUBDIVISION PLAN UTILITY POLE UP SEWER LINE S OF SEWER SERVICE SS WATER SERVICE WS I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN CONFORMITY 15 C R O S B Y STREET TREE WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS OF THE IN RESERVED FOR REGISTRY USE ONLY NOTES: COMMONWEALTH OF MASSACHUSETTS. 1) DATUM-ASSUMED jvkOF SALEM , MA 2) BENCHMARK MAG NAIL EL=98.41 ' r t 1 PREPARED BY: P.J.F. AND ASSOCIATES 3) CONTRACTOR TO NOTIFY DIG-SAFE PRIOR TO ANY 4 HIGHLAND AVENUE CONSTRUCTION. WAKEFIELD, MA 01880 4) WATER SERVICE TO BE 1 " TYPE "K" COPPER. 781 883-5473 5) SEWER SERVICE TO BE 6" PVC 2.00% MIN. SLOPE REV. 4/27/26 0' 10' 20' 30' 40' 6) WATER & SEWER LATERALS SHALL BE 10' APART (min) 4/27/26 REV. 4/13/26 PAUL J. FINOCCHIO P.L.S. No.36115 DATE REV. 3/23/26 SCALE: 1 "= 20' DATE: AUGUST 15, 2025 FILE No. 8111D-2B2 FIELD PLOT DESIGN DRAFT CALC. CHECK SALEM PLANNING BOARD I— W W No. Delta Radius Arc Length Cl 77°51'27" 5.00 6.79 �— C2 220°11'16" 20.00 74.86 SBND. CHAIRMAN DATE C3 52°19'49" 30.00 27.40 = NO DETERMINATION AS TO COMPLIANCE WITH LD ZONING ORDINANCE REQUIREMENTS HAS BEEN E-1 MADE NOR CAN BE CONSTRUED AS INTENDED N Ci-/ BY THIS ENDORSEMENT. No. Bearing0 Distance — — — f2q L1 N59°53'10"E 5.00' L4 S30°06'50"E 6.00' Q N/F 7T p 9,IR RHODES 2020 TRUST ND,N/F I \� 08-0045-0 , CLERK OF THE TOWN OF CARFIVE REALTY LLC � I, , ��6 SALEM, DO HEREBY CERTIFY THAT THE NOTICE 08-0029-0 3�3910 ��� OF APPROVAL OF THIS PLAN BY THE PLANNING BOARD LOT ��\\ HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE 15,025 BS.F, 983 F 0\v ��� AND THAT NO APPEAL WAS RECEIVED DURING THE CB/DH ��� ��� TWENTY DAYS NEXT AFTER SUCH RECEIPT AND NOT FND. RECORDING OF SAID NOTICE. IR FND,� o_ TOWN CLERK DATE: C3 Q 11) S o � P E WP tit vti PCCES C1 o oP13S0 P s RECORD OWNER = ni G$ �"A SEE VARIANCE GRANTED DOC. 658742 15 CROSBY STREET LLC g2ti /o\ \ DEED REFERENCE IR � 22 G$ 15 CERT. 91043 NOT FND, i ��ti 3ti�2 S\ GB / 1,2 \ DOC. 588202 \ PARCEL ID 08-0044-0 \No \ CP 3�p 2 LOT A 3,35 eo SHEET 13,272 S.F. �� 3 OF 6 s �s �000 N/F `>=s� THE PAUL A ST. PIERRE TRUST DEFINITIVE SUBDIVISION PLAN N/F 1� 08-0043-0 OF CARFIVE REALTY LLC , _ 3g4 15 C P O S B Y STREET 053 I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN CONFORMITY 08-0029-0 3��� S5� WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS OF THE IN RESERVED FOR REGISTRY USE ONLY \ COMMONWEALTH OF MASSACHUSETTS. IR NOT FND, SALEM , MA PREPARED BY: P.J.F. AND ASSOCIATES 4 HIGHLAND AVENUE � pft WAKEFIELD, MA 01880 (781) 883-5473 99� 0' 10' 20' 30' 40' REV. 4/27/26 REV. 3/23/26 SCALE: 1 "= 20' DATE: AUGUST 18, 2025 FILE No. 8111D-3B PAUL J. FINOCCHIO P.L.S. No.36115 FIELD PLOT DESIGN DRAFT CALC. CHECK ZONING— R1 LEGEND REQUIRED LOT A LOT B LOT AREA 15,000 13,272 15,013 EXISTING CONTOUR -100— FRONTAGE 100' 100.04' 11 .0' EXISTING SPOT GRADE 98X2 SALEM PLANNING BOARD N SETBACKS SEWER MANHOLE O SMH FRONT 15' 57.2' 87.0' PROPOSED GRADE 100 SIDE (RT) 10' 10.3' 10.8' WATER GATE WGo SIDE (LT) 10' 30.3' 10.5' SEWER LINE S REAR 30, 30, 52.1 ' SEWER SERVICE SS LOT COVERAGE 30% 14.9% 10.8% WATER SERVICE WS SMH STORY 2.5 2 2.5 TREE @ R=91.59 HEIGHT 35' 35< 35< PROP. CONTOUR "8 I= UNABE TO NOTES: ❑PE N/F THERE IS NO CURBING ON VERD❑N ST & CROSBY ST. 1) CONTRACTOR TO VERIFY LOCATION, SIZE, AND INVERT OF ALL EXISTING UTILITIES. RHODES 2020 TRUST IN THIS AREA 2) CONTRACTOR SHALL BE RESPONSIBLE TO FIND AND TIE INTO EXISTING UTILITIES. I 6)(1 08-0045-0 EDGE OF PAVEMENT 3) CONTRACTOR TO NOTIFY DIG-SAFE PRIOR TO ANY 1 , S� CONSTRUCTION. CHAIRMAN DATE 91�`- 87X �\ 4) WATER SERVICE TO BE 1 " TYPE "K" COPPER. �10 \ " _ 93 9S�T\ 90 4 �O 5) SEWER SERVICE TO BE 6" PVC 2.00% MIN. SLOPE g 93X1 7 ��\X9 DITCH BENCHMARK EL=100,00 G� � 0 PK NAIL �X4 V 6) WATER & SEWER LATERALS SHALL BE 10 APART (min) 9OX2 /�E� 7) BENCHMARK: PK NAIL ELEV=100.00 (ASSUMED) 9 93X 4 \ 4 P WG � ONW 93 X5 7 N/F 18 sp GZ 1 �PE 93_ �/ 9 �� 6„11/ / EDGE OF PAVEMENT CARFIVE REALTY LLC 9 X6 3 �°� ) P1 /^ 99 / EDGE OF PAVEMENT 08-0029-0 93X ON 40 / � W G /91X8 9 992 3 a 1, CLERK OF THE 99X2 9 9X7 \ / SALEM, DO HEREBY CERTIFY THAT THE NOTICE OWN OF 88X1 0 V \ 2 OF APPROVAL OF THIS PLAN BY THE PLANNING BOARD 0 x 53s ,96 9x _ i 9 HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE 01 2X7 AND THAT NO APPEAL WAS RECEIVED DURING THE �pPpsp 0 4 102X \ TWENTY DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE. 0 N 5 7X1 8 101X1 PROP, ENTRANCE \ PROP, CONTOUR _ 101 9 \ 104X5 10 9 8 X9 9 N� �g� 10oX8 —� 1 X0 / 10 2 TOWN CLERK DATE: / 9 / I TP-2• X4 4 100 100 I \105X \ \ \ \ � 87 1 � 9 109X6 109X1 \ 615 X2 10 4 \ 9 ___ 9 97X 97 2 1' 114X ENTRANCE DETAIL 94 9 103 X4 10 105X1 \ 9X9 96 7 112X9 WG 6 \ /86X5 \ \ � 103X5 105X0 109X9 115 0 \ 9�\ c° 10ox2 4L RECORD OWNER 88X5 \ 104X3 X5 88 7 15 CROSBY STREET LLC \\ 9s LOT A 105X3. � 13,272 S.F. 7X3 100X7 91 104XO N/F DEED REFERENCE 100X9 8 3 \ 97X8 THE PAUL A ST. PIERRE TRUST CERT. 91043 N/F X7 08-0043-0 DOC. 588202 CARFIVE REALTY LLC 92X1 I I1. PARCEL ID I _ 08-0029-0 14 08-0044-0 I ��� X i ,135 95 5oj ,. S SHEET 4 OF 6 GRADING PLAN DEFINITIVE SUBDIVISION PLAN OF 15 CROSBY STREET I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN CONFORMITY WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS OF THE IN RESERVED FOR REGISTRY USE ONLY COMMONWEALTH OF MASSACHUSETTS. CAPACITY OF 6" PVC PIPE ASSUMING 2% SLOPE 568 GPM FULL CAPACITY SALEM , MA '14 OF USING 3 BEDROOMS PER DWELLING -6BEDR❑❑MS "OF , " FLOW RATE BASED UPON 150 GPD X 6=900 GPD sPftk PREPARED BY: P.J.F. AND ASSOCIATES j 900 GAL/DAY X 1 DAY/24HRS X 1HR 4 HIGHLAND AVENUE/60 MIM = 0.625 GPM � � 99� WAKEFIELD, MA 01880 v CML u�, No.41 SW (781) 883-5473 ' ss�oNAL REV. 4/27/26 0' 10' 20' 30' 40' REV. 3/23/26 JOHN D. SULLIVAN III P.E. NO. 41586 DATE PAUL J. FINOCCHIO PLS NO. 36115 DATE REV. 1/6/26 SCALE: 1 " 20' DATE: AUGUST 15, 2025 FILE No. 8111D4C2 FIELD PLOT DESIGN DRAFT CALC. CHECK LEGEND ZONING— R 1 EXISTING CONTOUR —100— REQUIRED LOT A LOT B EXISTING SPOT GRADE 98X2 LOT AREA 15,000 13,272 15,013 SEWER MANHOLE O SMH FRONTAGE 100' 100.04' 11 .0' PROPOSED GRADE 100 SALEM PLANNING BOARD N SETBACKS WATER GATE WGo FRONT 15' 57.2' 87.0' SEWER LINE S SIDE (RT) 10' 10.3' 10.8' SEWER SERVICE SS SIDE (LT) 10' 30.3' 10.5' WATER SERVICE WS REAR 30' 30' 52.1 ' TREE Q LOT COVERAGE 30% 14.9% 10.8% rROP. SEWER MANHOLE O P—SMH SMH STORY 2.5 2 2.5 ATER METER WM R=91,59 HEIGHT 35' 35< 35< I= UNABE TO NOTES: ❑PE Prop. Drainage Infiltration Field N/F THERE IS NO CURBING ON VERD❑N ST & CR❑SBY ST, 1) CONTRACTOR TO VERIFY LOCATION, SIZE, AND INVERT 7.5'x45.31' consisting of 14 OF ALL EXISTING UTILITIES. Cultec R180HD Units. IN THIS AREA (See Sheet 6 for detail) RHODES 2020 TRUST <� 2) CONTRACTOR SHALL BE RESPONSIBLE TO FIND AND TIE 86X1 08-0045-0 EDGE OF PAVEMENT V� INTO EXISTING UTILITIES. 1 " 3) CONTRACTOR TO NOTIFY DIG—SAFE PRIOR TO ANY Prop. 4" NDS Pop—up Emitter S� CONSTRUCTION. CHAIRMAN DATE 87X Set Pop—up at Elev=94.60' _ \ LOT B 0" \v 4) WATER SERVICE TO BE 1 " TYPE "K" COPPER. Prop. Conc. Manhole with Grate 15,025 S.F. 8g 90 4 DITCH �O 5) SEWER SERVICE TO BE 6" PVC 2.00% MIN. SLOPE 93 8 (H-20 rated) with a 4 foot 93X1 7 8 88X9 DITCH BENCHMARK EL=100,00 sump. (See Sheet 6 for detail) Eq 90 PK NAIL �-X4 V _ 6) WATER & SEWER LATERALS SHALL BE 10' APART (min) Grate =95.35' 9 X1 98 ��'M OX2 ��E 7) BENCHMARK: PK NAIL ELEV=100.00 (ASSUMED) Inv. Out=93.7' (6" HDPE) 93X7 7 9 98X4 9. FNT 92 N/F 93 T❑P 18" ❑F ❑PE 93X5 �, 7 / � X5 � / CARFIVE REALTY LLC 98X5 UP 'y 94X6 P1 99X0 / EDGE OF PAVEMENT 08-0029-0 93X5/91X8 97 8 6" HDPE a o 9 40" 98X9 WG \ OQ GD 7 � \ I=87± �„ 911XX 9 3 R-95,3 00 ID I, ,CLERK OF THE TOWN OF 88X1 92 3 I=92 99 9 9X7 SALEM, DO HEREBY CERTIFY THAT THE NOTICE PROP, SEWER " I—FIELD DETERMINE ,6 3�' ,96 9x � �i ' 1ob�2 OF APPROVAL OF THIS PLAN BY THE PLANNING BOARD I=FIELD DETERMI798 /95 GF / �O HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE �GF \ JCJS 00 4< / 102X7 AND THAT NO APPEAL WAS RECEIVED DURING THE ,,2 SMH •p W 102X4 TWENTY DAYS NEXT AFTER SUCH RECEIPT AND R=%5.5 F''�p� o /Prop. Conc. Mini—Manhole �� RECORDING OF SAID NOTICE. I=93,49IN) F` \ �� \ / (H-20 Rated) with cover 7X1 X 1 I=87.8C❑UT) 10 X1 I to grade. Manhole to /1 \ —SMH �9�3 �M serve as cleanout & V ' �± $PSG �PQSE 101 inspection manhole 10 9 I— ,6 � a, (vim P� vS� g, 100X8 P— MH Inv. 97.0'(a)=93.3' (1�'46��DE) 1 XO �" TOWN CLERK DATE: 8 X9 p N� 5 R 108± i Inv. Out (b =93.3' (6" HDPE) \ 97X5 N �' FF�10 I 94CV F) 7 94X6 TP-2 6„PVC \ \ / P—SMH 97X4 R=94± 100 100 \105X \ I=91,1' \ \ � 99 87 1 98X3 99 109X6 109X1 3X�6X6 106X4 95X5 97 2 S X2 1�2 96X1 9� 97X pp 114X 94 0 96X4 7X4 GK 103X195X1 96X7 � 112X9 WG 9 6 /86X5 103X5 105XO 109X9 0 115 10ox2 � RECORD OWNER 88X5 � 104X3 X5 P, 15 CROSBY STREET LLC 88 7 LOT A 105X3 13,272 S.F. 7X3 10OX7 91X9 104XO N/F DEED REFERENCE 10OX9 8 3 97X8 THE PAUL A ST. PIERRE TRUST CERT. 91043 N/F x7 08-0043-0 DOC. 588202 CARFIVE REALTY LLC 92X1 PARCEL ID 08-0029-0 �� 08-0044-0 95 �� Sc�oj � SHEET 5 OF 6 UTILITY PLAN (DEFINITIVE SUBIMVISIOl\N PLAN OF I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN CONFORMITY 15 C R O S B Y STREET WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS OF THE COMMONWEALTH OF MASSACHUSETTS. IN RESERVED FOR REGISTRY USE ONLY CAPACITY OF 6" PVC PIPE ASSUMING 2% SLOPE 568 GPM FULL CAPACITY OF SALEM , MA USING 3 BEDROOMS PER DWELLING —6BEDROOMS FLOW RATE BASED UPON 150 GPD X 6=900 GPD "OF s PREPARED BY: P.J.F. AND ASSOCIATES 900 GAL/DAY X 1 DAY/24HRS X 1HR/60 MIM = 0.625 GPM N a 99� 4 HIGHLAND AVENUE WAKEFIELD, MA 01880 NCIVIL REV. 4/27/26 (781) 883-5473 �c GlST_- > ssoNALE�G�� REV. 4/13/26 0 10 20 30 40 REV. 3/23/26 JOHN D. SULLIVAN III P.E. NO. 41586 DATE PAUL J. FINOCCHIO PLS NO. 36115 DATE REV. 1/6/26 SCALE: 1 ' 20' DATE: AUGUST 15, 2025 FILE No. 8111D5-2 FIELD PLOT DESIGN DRAFT CALC. CHECK SALEM PLANNING BOARD FRAME & GRATE FINISH GRADE FIL TER FABRIC MIRAFI 140N TO ,. ENCLOSE TOP & SIDEWALL AREAS FINISHED GRADE :u MORTAR 4 SIDES PRECAST REINFORCED INLET PIPE CONCRETE COVER BRICK COURSES AS REQUIRED •' • (2 MIN., 12" MAX.) 0 o C� CULTEC RECHARGER 18OHD - z :;• ' . 2 Q3 0` HEAVY DUTY NOTE: DRAINAGE FIELD FULLY STORES AND INFILTRATES Q� '� " THE 2, 10, AND 25 YEAR STORM. 100 YEAR STORM PIPE TO DRYWELL 12 MIN. O a (7.33 Lx36 WX2O.5 H) HAS EMERGENCY POP—UP EMITTER TO RELEASE EXCESS WATERTIGHT CONNECTION 6" OF J14" o, Q2 _ Q3— — 00 STORMWATER FLOW. AS FIELD APPROVED WASHED STONE oho o8J TOP EL=95.0' FLOW FLOW COMPRESSIBLE REALLBLE �° o ° oo��0 o° oo STORM EVENT RAINFALL PEAK ELEV. IN CULTEC _ JOINTS Ln 8 8 0 0p (ORNASHRINK)S (o z - 2' O 10 0 o m 8° o o 8 o 1 2 YR 3.2" 93.73' N 0� 0� �O ° 0 10 YR 4.6' 94.47' ' o ® Q Q .a �o I BOT INFILTRATOR/INVERT EL=93.JO' CAST IRON GAS TRAP Z 25 YR 5.5" 94.68' NEENAH R-3705 (UP TO 15" IN SIZE) � WASJ14 D 1 1NE o0 0 6" CRUSHED STONE A E o0 o BOT STONE EL=92.80' 100 YR 8.76" 95.26' OR APPROVED EQUAL � o ' WASHED STONE NATIVE C—LAYER z N CHAIRMAN DATE BUTT GAS TRAP TO WALL 0.5' < < 0.5' MlN FILL, HORIZON A, HORIZON B MATERIAL TO BE REMOVED cv 5" MIN. 4' 5" MIN. ESTIMA TED SEASONAL EL.=90.8' , HIGH GROUNDWATER TABLE 4 Rows To tooT6- 6" s:: .:1.::: :`�.:_ • I, CLERK OF THE TOWN OF SUBSURFACE lNFIL TRA TION SYSTEM - CROSS SEC TION ', i.`�':: `�:• .° : MIN 3/4" CRUSHED STONE (Nor TO SCALE) SALEM, DO HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY THE PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE TYPICAL PRECAST CONCRETE CATC H BAS I N AND THAT NO APPEAL WAS RECEIVED DURING THE WITH GAS TRAP TWENTY DAYS NEXT AFTER SUCH RECEIPT AND (NOT TO SCALE) RECORDING OF SAID NOTICE. CULTEC RECHARGER 180HD HEAVY DUTY UNIT TOWN CLERK DATE: (36"Wx7.33'Lx20.5"H) 3/4" TO 1 1/2" WASHED STONE 0.5' TYP. HVLV FC-24 FEED CONNECTOR (TYP) 4" SCH. 40 PVC 3' ❑.D. — — — —� — INSPECTION PORT SECTIONS ITEM NO WEIGHT o (TYP) TO GRADE 1 '-0" RISER MC-MCB1 R 320# 2'-0" RISER MC-MCB2R 640 136" 6.33' 3'-0" RISER MC-MCB3R 960 2'-0" BASE MC-MCB24B 820 SOILS INFORMATION: 0 2'-0" BARREL MC-MCB24BS 640# TEST PIT WAS PERFORMED BY = 18" CONE MC-MCBC 392# JOHN D. SULLIVAN ///, P.E., C.S.E. ON 718125 TEST PIT: TH-1 Prop. Conc. ELEV.=99.4 Mini—Manhole 0 PLAN VIEW 0"-20" FILL 20"-28" HOR. A SL 10 YR 3/3 SU13SURFA CE I NFI L TRA T1 ON S YS TEM 28"-38" HOR. BW LS 10 YR 618 (NOT TO SCALE 18" DIA 2'-0" 38"-104" C LAYER LS 2.5 Y 614 209 Stone CAST IRON FRAME MOTTLES @ NONE; WATER @ NONE INFILTRATION FIELD (7.5' x 45.31') - TOTAL OF 14 UNITS AND COVER REFUSAL © 104" * * Testhole dug deeper on March 17, 2026 with larger machine. ❑PTI❑NAL 36" COVER �1' E,"� 1 ._6.' Refusal Elevation = 90.8' W/18" ❑PE ING CONE SOILS INFORMA TION: TEST PIT WAS PERFORMED BY JOHN D. SULLIVAN ///, P.E., C.S.E. ON 718125 " 1 %2' OR 3' TEST PIT. TH-2 2'-0" 2 6 ELEV.=99.0' RISER BARREL 0"-64" FILL SECTI❑N 3., SHEA MOTTLES @NONE; WATER ® NONE 0 3- REFUSAL ® 64' d m 2, 6" <' SUMP SH A BASE 8" DIA KNOCKOUTS 'a a 4 EACH AT 90 DEGREES APART 3:`. SECTION VIEW SECTION VIEW SHEET 6 OF 6 CONSTRUCTION DETAILS DEFINITIVE SUBDIVISION PLAN NOTES: OF 1 . CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS. 15 C R O ►J B 1 STREET 2. FLAT COVER WITH CLEANOUT CAN BE USED IN IN PLACE OF CONE. 3. ❑PTI❑NAL ROUND CONCRETE COVER CAN BE USED IN MINI—MANHOLE PLACE OF CAST IR❑N FRAME AND COVER, 3 o a D I A SALEM , MA PREPARED BY: P.J.F. AND ASSOCIATES "OF s 4 HIGHLAND AVENUE WAKEFIELD, MA 01880 CD (781) 883-5473 CIVIL No.41686 REVISED: APRIL 27, 2026 © Gl�TER� 'cam ' Ss�QNaL �a REVISED: APRIL 14, 2026 NOT TO SCALE REVISED: MARCH 23, 2026 DATE: AUGUST 15, 2025 FILE No. 8111D-6 JOHN D. SULLIVAN III P.E. NO. 41586 FIELD PLOT DESIGN DRAFT CALL. CHECK