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Home My WebLink About2024-12-03 Stormwater Remediation Plan & Natl. Flood Hazard Layer GENERAL NOTES 1, OWNER OF RECORD IS JAIME LYN---PICKLES. 2, REFERENCE SUBJECT PARCEL AS 037,8-0045-0000.0 OF THE TOWN OF NORTH ANDOVER ASSESSING RECORDS. `�-4��, LOCUS C U S REET s 3. DEED REFERENCE IS BOOK 17764, PAGE 335 OF THE ESSEX .� � 5 � I NORTH DISTRICT REGISTRY OF DEEDS. .�-�- SA �� LAB' .�-- F�c ccU�� _ Ppr�� 9` {ass .� 4. PLAN REFERENCE gp0 U4�,� {puB�rc} . PL 10619, PL 16043 (ESSEX NORTH DISTRICT W REGISTRY OF DEEDS}. 71� ❑ AIRIV� ROAD 5. THIS PROPERTY IS NOT LOCATED IN A FLOOD HAZARD AREA, PER FLOOD INSURANCE RATE MAP #25009CO236F DATED JULY 31 2012. A89.78' 1900'49" 6. LOT IS SERVICED BY MUNICIPAL WATER AND SERVER. RgQ'a�, r� NORTH ANDOVER, MA D6 17 52ILA 7. CALL 811 TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO 3-Ft. ,� urk �- LOCUS MAP rn CONSTRUCTION. � Conc./Stone 6 -• • � o (NOT TO SCALE) Walk = 16 CD 8. REQUIREMENTS PER THE TOWN OF NORTH Lot Area ,may � a 9 � 5 o00.72 S.f. N o ANDOVER ZONING ORDINANCE, 0 , 3 El �0.574 A°res) . LEGEND ZONE - RESIDENTIAL DISTRICT �R-3} EDGE OF PAVEMENT MINIMUM LOT SIZE - 25,000 SQUARE FEET Chain Link BOUNDARY LINE MINIMUM LOT FRONTAGE - 125 FEET Fence 318 Ridge ABUTTING BOUNDARY LINE MAXIMUM BUILDING HEIGHT -- 35 FEET 2--sty wood 21 g 10' ��,�„ BUILDING MINIMUM BUILDING SETBACK FRONT •�- 30 FEET SILT SACK NI -- �� FFE��05.54 / � � MINIMUM BUILDING SETBACK SIDE 20 FEET ••• EDGE OF BROOK MINIMUM BUILDING SETBACK REAR - 30 FEET N 6600011711 E a P ti P6 17aWETLAND SETBACK 4.891 -�$� UNDERGROUND SEWER 9. A SECTION OF BORDERING VEGETATED WETLANDS • �,_ (BVW) WERE FLAGGED BY NORTH ANDOVER STONE wA�L �+ [� [] ESSEX COUNTY BOUND CONSERVATION COMMISSION AND LOCATED BY THIS k •` b,1 0 Shed a� WITH BRASS RIVET FIRM ON SEPTEMBER 16, 2024. rr,,,, Proposed , EDGF_0 ...------' Q IRON ROD FOUND Sewer Line 3 �-WNW*161.5....�a._.. Y 4j j ' 5 X32 Pp01 (SURV WF BIT. CONC. BITUMINOUS CONCRETE 1 A N/F NOW OR FORMERLY a Y + S 1 � 0 ��6� Concrete '* �.�#9+ ►� 4 Aron , b W F SILT P all l 2A �• SOCK WF w GAR 314 a� 3A ex. dwelling ng o a . CO #14 ro " Surveyim ex. dwelling ON a 20 Balch Avenue Graveland,MA 01834 P 978-991,5203 twt.pfsPartr�cam I CERTIFY TO THE BEST OF MY PROFESSIONAL ,� DAIE REVISION -BY APVD .tr•—r-.r r7C.� yf C KNOWLEDGE INFORMATION AND BELIEF THAT THIS PLAN IS BASED UPON AN ON SURVEY STORMWATER y,, •� PERFORMED BY PFS LAND SURVEYING INC. E. r�t� REMEDIATION PLAN No.4M19 r�y� IN NORTH ANDOVER, MA ..•w. 401 - k.y 318 Salem Street North Andover,NIA 01845 0 HIM SCJ'ti1..E: F e r 40@ Li". BY:: D. BEA11 40 U 40 80 PROFESSIONAL LAND SURVEYOR DATE: 10 1 4 ZU24 CHKC, BY: B. PARMENTER PROJO- 24014 SHEET 1 OF 2 DRIVE WOODEN STAKES �� MIN. 12`°INTO GROUND Q► PROTECTED _6 I go ARBA vao SILT SOCK(9"TYPICAL) 4-FOOT •, CONME7l iH•OROiir1? .. APRON �YPOOL ': •• 110!:T 2'�xV xY IVOODEN (st�Y.vafry� Q STAKE(IV O.C F.EQi3fR.E,1?} `. #318 Ex. DVvellin • :: SFsGTlONA A IN-OKaUND A MWAGPOM PLAN VIEW x.--. 9"SILT SOCK �•�aoT caxc t Oat (OR APPROVED EQUAL) ._... .�'" WORKAREA AREA TO BE PROTECTED LAM A 13 4111.= TUNCH OfisMArfaN Fa>vY Patio 6'P'WORAn" IDPP P= PLAN CCU N CRETE APRs N 6) Privacy 2' Stone SECTION VIEW INFILTRATION TRENCH Fence Infiltration NOTES Trench 1. ALL MATERIAL SHALL MEET SPECIFICATIONS BY FILTREXX OR APPROVED EQUAL. 2. SILT SOCK SHALL BE INSPECTED WITHIN 24 HOURS AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL.ANY REPAIRS THAT ARE REQUIRED SHALL BE MADE O IMMEDIATELY. 3. THE CONRACTOR SHALL REMOVE SEDIMENT AT THE BASE OF O THE UPSLOPE SIDE OF THE SILT SOCK WHENACCUMULATION HAS REACHED V2 OF THE EFECTIVE HEIGHT OF THE SILT SOCK. Concrete 4. SILT SOCK.SHALL BE MAINTAINED UNTIL DISTURBED AREA i ABOVE THE DEVICE HAS BEEN PERMANENTLY STABILIZEDAND Proposed Apron CONSTRUCTION ACTIVITY HAS BEEN COMPLETED. 15 X32� P0010 SILT SOCK INSTALLATION DETAIL Q SCALE:N.T.S. N7 O f / _ - e Sumeying, 20 Balch Avenue t Groveland,MA 01834 PTORl1 WATER DETAILVIEW P 978.891,5203 ►view pAlurid corn Sock NOT TO SCALE 1/02/24 ADD PRIVACY FENCE SRO HRD II DAIS I REVISION I BY IAPVD STORMWATER NOTES STORMWATER 1. THIS PLAN HAS BEEN PREPARED FOR STORMWATER REMEDIATION AND IS SUBMITTED CONCURRENTLY WITH A DRAINAGE REPORT REMEDIATION PLAN FROM THIS FIRM. IN 2. STORMWATER PROPOSED PLTHECONVEYANE OF ALL RUNFF A 2-FOOT WIDEMOM THE OOAND NORTH ANDOVER, BY MA TRENCH, AT A DEPTH OF 2-FEET.DCK INT THE TRENCH WILL IBEI ENCASED INA 12-INCH WIDTH OF 318 Salem Street FABRIC.CRUSHED STONE, AND WRAPPED IN POLYETHYLENE FILTER NOlttl Andover,MA O 1845 SCALE~ NOT TO SCALE CALL. SY: D. SEATI DATE; IU 14 2424 CHKO. BY: S. PARMENTER PROD: 24014 SHEET 2 OF 2 GENERAL_ NOTES 1• OWNER OF RECORD IS JAIME LYN--PICKLES, 2• REFERENCE SUBJECT PARCEL AS 037•B--0045- 0000,0OF THE TOWN OF NORTH ANDOVER ASSESSING RECORDS. s � 3, DEED REFERENCE IS BOOK 17764, PAGE 335 OF THE ESSEX „�....- STKEETs LOCUS NORTH DISTRICT REGISTRY OF DEEDS. „�.�- .0�SALEM 1 xsSEX cOUNTY _ 62 LAYOUT) 00 4. PLAN REFERENCE: PL 10619, PL 16043 (ESSEX NORTH DISTRICT N$D° 19 � , �'Ug N REGISTRY OF DEEDS). � 'x IVIVE 5. THIS PROPERTY IS NOT LOCATED IN A FLOOD HAZARD AREA, PER ,,,��- m p ROAD FLOOD INSURANCE RATE MAP #25009CO236F DATED JULY 39 2012. A89,78' 14 6. LOT IS SERVICED BY MUNICIPAL WATER AND SEWER. RS '0�, NORTH ANDOVER, MA D64 17 52 7. CALL 811 TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO 3-Ft. LOCUS MAP CONSTRUCTION. �' ��. • m NOT TO SCALE R Conc./Stone c, o t 3 Walk �' � 8. REQUIREMENTS PER THE TOWN OF NORTH Lot Area ;Py ' � 3 r. a ANDOVER ZONING ORDINANCE, 25,000.72 SJ* 0574 Acres) �-� , ZONE -- RESIDENTIAL DISTRICT (R-3) [O. � LEGEND MINIMUM LOT SIZE -• 25,000 SQUARE FEET Chain Link EDGE OF PAVEMENT ' BOUNDARY LINE MINIMUM LOT FRONTAGE -� 125 FEET Fence 31 8 ' Rld90 ABUTTING BOUNDARY LINE MAXIMUM BUILDING HEIGHT -� 35 FEET 2,�--sty wood .� ' MINIMUM BUILDING SETBACK FRONT �- 30 FEET 0.==219'1O BUILDING �� FF��2O5.54� / .�...."" MINIMUM BUILDING SETBACK SIDE - 20 FEET SILT SOCK MINIMUM BUILDING SETBACK REAR -- 30 FEET �' ---•-•-r-••• EDGE of BROOK N 6640"17"E e P tifl "ter �--- WETLAND SETBACK 4.89 UNDERGROUND SEWER 9. A SECTION OF BORDERING VEGETATED WETLANDS (BVW) WERE FLAGGED BY NORTH ANDOVER - STONE WALL CONSERVATION COMMISSION AND LOCATED BY THIS �` d. .� E ESSEX COUNTY EBOUND T FIRM ON SEPTEMBER 10 2024, � Shed �� WITH BRASS RIVET Sewer Line 2' Stone Proposed rp.. A �, �.� EDOF O $-..--� Q IRON ROD FOUND lniltratian �• 153Z Pool �, 11.��-�. --�' (SURVEY } F ear. ccNc. BIruMlNous CONCRETE (Approximate) _ —,� .."."- .�A N/F NOW OR FORMERLY Trench a, '0) Go Coh ret l � � Apron n 'V ❑0 �,� L �' SILT WF f` � �. � �• �*(v� c° v SOCK 0V 2A Q � WF #314 3A +a GAR � . "14 ex. dwelling co� #14 s • ex, dwelling o Surve3 n� t 20 Balch Avenue GxovelRnd,MA 01834 F 978,891.5203 www.0sland.com I CERTIFY TO THE BEST OF MY PROFESSIONAL DATE RMs10rr BY AwIVV*D KNOWLEDGE, INFORMATION, AND BELIEF, THAT THIS PLAN IS BASED UPON AN ON--THE-GROUND SURVEY STORMWATER PERFORMED BY PFS LAND SURVEYING INC. REMEDIATIOI1T PLAN "1 4 NORTH ANDOVER, MA ► atr{:,. P 318 Salem Street F1+3 'i t~f`r� J a r 1\lJ lliAndover,MA 0CJTJ � � �� +—�� -r 4 SCAM 1" 40' CALL, BY: D. BEAT! PROFE�_:kONAL LAND SURVEYOR DATE: 10 14 2024 CHKD. BY: B. PARMENTER' PROJ. 24014 SHEET 1 OF 2 Legend FEMA Neowlti"ona-wh- 1 'Flood azard Laltler FIRMette I"' I , y 7106'11"W 420491"157"IN ................ SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT Without Base Flood Elevation(BFE) Zone A�V A99 With BFE or Depth Zoacl AE,AO,AH, VE,AR SPECIAL FLOOD, HAZARD AREAS R,egu�lator�y Floodlway 01.2%Annual Chance Flolod Hazard,Areas of 1%annual chance flood with average low, ........... depth less than one foot or with drainage areas of'les,s than one square mile zicif"K'N F'ulture C,onditions:1%Annual POP Chance Flood Hazard' x Area with Reduced Flood Risk due to OTHER AREAS OF Levee.See Notes.zc-m FLOOD HAZARD Area with Flood Risk due to Levee t") Al x NO SCREEN Area of Minima,l Flood Hazard Effective LOM Rs OTHER AREAS Area of Undetermined Flood Hazard t), GENERAL Channel,Culvert,or Storm Sewer STRUCTURES Levee,Dike,or Floodwall TO 003/0, L3 2002 Cross Sections with 1%Annual Chance Water Surface Elevation 40, 1 r, I MAC",F , J Coastal Transect 5 1 j Base Flood Elevation Line(BFE) 09 Limit of Study Jurisdiction Boundary Coastal Transec,t Baseline OTHER Profile Baseline FEATURES Hydrographic Feature Digital Data Available N N igital Data Available o D "OP MAP'PANELS Unmapped The pin displayed on the,map is an,approximate point selected by the user and doles,not represent an authoritative property location. This map compllies with FEMA's standards for the use of digital flood maps if it is not vo�ld as described below,. The basemap shown complies with F'EMA's basemap accuracy standards The flolod hazard inf'ormationi,Is derived directly from the author,itative NFHL web services provided by FEMA.This map was exported on and does not 01 reflect changes or amendments subsequent to this date and time.The NFHL and effective information may changel or become superseded by new data over time., This map image is void'if the one or more of the following map elements do not appear,-,basernap imagery,flood zone labels,, legend,scale bar,map creation da�te,community identifiers, "-I.....I w 7105'34"W 4204031"N FIRM,panel number�,and FIRM effective date.Map images for - l!lll! - 111111111111111110 Felet unniappeld and un�modernilzed areas cannot be used for 0 2,50 500 11000 Is500 2,0100 1 t)juuo regulatory purposes. Bas�emap Imagery Source,,- USGS National Map 2023