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Home My WebLink AboutCorrespondence - 100 DALE STREET 5/2/2013 Tyrn®n, Judy From: Phil Christiansen, PE <phil @csi-engr.com> Sent: Thursday, May 02, 2013 2:28 PM To: 'Lisa Eggleston' Cc: Tymon, Judy Subject: 100 dale st Attachments: Soil_Map-Essex_County_Massachusetts_Northern_Part.pdf Lisa The following is my response to your comments regarding the above project. The responses are in the same order as you presented them 1. No response necessary 2. 1 have relocated the driveway outside the non-disturbance zone. A drawing will follow 3. There aren't any tributaries within 200 feet of the site. I assume surface water bodies does not include vegetated wetlands 4. The primary soil on site is a Chariton. The remaining soil is a Sutton. We can do test pits if you wish or include requirement for test pits prior to construction as part of the order 5. Any infiltration along the drive closer than 10 feet to the drive has been removed 6. A note regarding landscaping will be added to the plan 7. Notes for stormwater maintenance will be added to the plan 8. A construction sequence will be added to the plan 9. The stone size has been increased to 2 inch minimum There was another wetland within 400 feet that I have added to the plan. It is in the Berrington Place subdivision. It does not change our work or zones in which the work is proposed. I will add a supplemental plan to show all three wetlands that effect the site. Regards, Phil Christiansen, P.E. CHRISTIANSEN & SERGI, INC. PROFESSIONAL ENGINEERS AND LAND SURVEYORS 160 Summer Street Haverhill, MA 01830 (978) 373-0310 (978) 372-3960 fax Please note the Massachusetts Secretary of State's office has determined that most emails to and from municipal offices and officials are public records. For more information please refer to:hfto://www.see.state.ma.us/ore/ureidx.htm. Please consider the environment before printing this email. 1 q 5 r & SERrGI INC PF?OFESSIONALENGINEERS ANI) LAND SURVEYORS 0:t0 SWANEr STFIEFI T, HANA'"RIH I L MA 0 WO te,1: 97131_'3731-03 May 6, 2013 Ms. Judy Tymon Town Planner Town of North Andover 1600 Osgood St North Andover MA 01845 Re: 100 Dale Street, Watershed Special Permit Plan Dear Ms. Tymon: After receiving comments fi-orn Lisa Eggleston, the Town's peer review consultant, and corresponding with her via e-mail I have made the following changes in the plans. 1. 1 have added a drawing to the submittal entitled Wetlands and Soil Types to respond to items I and 4 of Ms. Eggleston's comments. The wetlands near the site have been expanded to include the wetland at the entrance to Berrington Place. This addition does not change the nature of the application. 2. 1 have redesigned the driveway to move the driveway and tree clearing out of the Non-Disturbance Zone. 3. 1 do not think there is a tributary within 200 feet of the site as defined by Mass Drinking Water regulations. Therefore I have not shown any on the plan. 4. 1 have added the MRCS soils data for the site on the Wetlands and Soil Types Plan referred to in item 1. It is not unreasonable considering the soils to condition the project to require soil testing prior to the start of construction 5. All infiltration trenches have been relocated to be 10 feet from lot lines 6. The clearing shown for lot I is what is required for installation of the driveway, utilities, and a backyard. The clearing for Lot 2 is sufficient to provide for the driveway, utilities, house construction and the revegetation needed to restore the area and yard of the existing house after its demolition. 7. Maintenance requirements of stormwater management systems has been added to the plan. 8. A construction sequence has been added to the plan 9. The stone size for the construction entrance has been changed as requested Very s i Christiansen P.E. Z. P' R I-DO-O t c-6 C-D- 90.7- ACTUAL LENGTH e 854' LOCUS 000 INSTALLED dd----------- NOMINAL CHAMBER SPECIFICATIONS C-2/ O'x 85.4' SIZE 34.0'x 16 (W x H x INSTALLED LENGTH) MINIMUM INSTALLED STORAG WEIGHT 35 LES. DOWNSPOUT AND STORMTECH SC-310 FOR STORMTECH INFORMATION CALL 1-808-892-2694 1poz FOR ROOF RUNOFF STORIVITECH SC-310 Map dala C20,11 Googte NOT TO SCALE NOT TO SCALE C2011 G LOT I ROOF RECHARGE LOCUS MAP CALCULATIONS: LOT 2 ROOF RECHARGE n1s FOOTPRINT AREA=la5l SF CALCULATIONS: 20'MIN. RECHARGE VOL-(0 5-Xl712'Xi85I SF) FOOTPRINT AREA=1837 SF 77 CF RECHARGE VOL.=(0.51)(1-11TW96 SF) VOLUME PER SC-510 CHAMBER MIT 0)' 31 CFICHAMBER ""IT 0 ------- VOLUMEPER`S(%ClF0CHAM ER VOLUME OF VOIDS IN STONE UNDER CHAMBERS =31 CF/CHAMBER x mim. F VOIDS IN STONE AROUND CHAMBERS 1.33'X8.ln3.B3j=4.1 CF EXISTING i'll,MIN VOLUME�"Ao VOLUME OF VOIDS IN STONE UNDER CHAMBERS GROUND (0.40X0,a3')(8.I7X3.83')=4.1 CF IX T --------- (GAOXI I SFXI.33') 5.6 CIF E VOLUME OF VOIDS IN STONE AROUND CHAMBERS j TOTAL AVAILABLE STORAGEVOL MUCHALMBER =(0.40 iiSFyl.33')=S8CF 31 4.1-5.8=40.9 CF 2*TO 4'CRUSHED TOTAL AVAILABLE STORAGE VOLUMEICRM.IBER STONE,TOAMINIMUTA V NO.CHAMBERS TO BE USED=2 31+4.1+58=40.9 CF DEPTH OF 6" NO.CHAMBERS TO BE USED=2 LOT I TOTAL STORAGE AVAILABLE BIJI CF AREA=90, 4 TOTAL STORAGE AVAILABLE 81.8 CF ROOF RUN v, NOTES: INFILTRATOR 0 1.THE SUBJECT PROPERTY IS LOCATED WITHIN THE TOWN OF NORTH ANDOVER CRUSHED STONE CONSTRUCTION ENTRANCE FN0 DRAT WATERSHED PROTECTION DISTRICT AND SUBJECT TO THE REQUIREMENTS OF SECTION ROOF RUNOFF INFILTRATION CHAMBER NOT TO SCALE 4.136 OF THE TOWN OF NORTH ANDOVER ZONING BY-LAWS. MAINTENANCE RYWELL THE CRUSHED STONE ENTRANCE SHALL BE MAJNTAdNED IN A I.INSPECT CHAMBERS AFTER EVERY MAJOR STORM IN THE FIRST OR FLOWING OF CONDITION THAT WILL PREVENT TRACKING DID 2-THE SUBJECT PROPERTY IS NOT LOCATED WITHIN FLOOD ZONE A OR V AS DEPICTED ON SEDIMENT ONTO THE ADJACENT ROADWAY. FEW MONTHS AFTER INSTALLATION TO INSURE PROPER STABILIZATION BE FLOOD INSURANCE RATE MAPS COMMUNITY-PANEL NUMBER 250098 0003C&250098 0006c AND FUNC77ON o REVISED THROUGH JULY 3,2012. 2.INSPECT THE CHAMBERS 72 HR AFTER STORMS QUARTERLY FOR ED 3.ANY FERTILIZER USED ON THE PROPERTY IS TO BE PHOSPHORUS-FREE AND '-T�E eso NON-ORGANIC PESTICIDES AND HERBICIDES ARE PROHIBITED GN THE PROPERTY. THE FIRST YEAR TO DETERMINE THAT ALL OF THE WATER HAS DRAINED FROM THE CHAMBER X 4.IN AREAS OF NEW LAWN AREA THE SOIL SHOULD BE WELL AERATED,THERE SHALL BE A MINIMUM OF 6 INCHES OF TOPSOIL,AND WHERE POSSIBLE NATIVE VEGETATION SHOULD M I MOE. 3.INSPECT THE CHAMBERS ANNUALLY 72 HOURS AFTER A STORM TO // G.�Ds DETERMINE IF THE WATER HAS DRAINED -lo r OF�ORK --- ------------ BE PLANTED TO MINIMIZE THE NEED FOR FERTILIZER AND WATERING. v /uw 4.IF THE INSPECTION REVEALS THE CHAMBERS ARE NOT 5.COPPER GUTTERS AND DOWN SPOUTS ARE NOT TO BE USED IN THE CONSTRUCTION OF FUNCTIONING PROPERLY CONTACT A STORMWATER PROFESSIONAL NAL /v THE HOUSE TO DETERMINE WHATAC77ONS ARE NECESSARY. N B.THE CONSTRUCTION SEQUENCE THAT APPEARS ON THIS PLAN SHALL BE FOLLOWED IT=. 7.THE STORMWATER SYSTEMS SHALL BE MAINTAINED ACCORDING TO THE ATTACHED of SCHEDULE =8,66 B.ALL WORK ON THE PROPERTY AND FUTURE MAINTENANCE SHALL CONFORM TO THE 6 T- DRIVEWAY DETAIL ORDER OF CONDITIONS FOR THIS PROPERTY AS ISSUED BY THE i.ORTH ANDOVER NOT TO SCALE c. PLANNING BOARD F I 0 T TTT=L .1 DRIVEWAY RUNOFF TREATMENT STRIP MAINTENANCE PLAN SECTION 1.INSPECT C14AMBERS AFTER EVERY MAJOR STORM IN THE FIRST FEW MONTHS AFTER INSTALLATION TO INSURE PROPER STABILIZATION AND FUNCTION Z INSPECT THE TREATMENT STRIP 72 HR AFTER STORMS QUARTERLY FOR THE FIRST YEAR TO DETERMINE THAT ALL OF THE WATER HAS DRAINED FROM THE STONE 3.INSPECT THE STRIP ANNUALLY 72 HOURS AFTER A STORM TO DETERMINE IF THE RI AY` \ ROOF ` _ _ - WATER HAS DRAINED A 4.CLEAN DEBRIS FROM STONE AS NECESSARY PROFILE SED 5.REPLACE SURFACE STONE IF IT APPEARS TO BE FILLED WITH SEDIMENT SEDIMENTATION CONTROL DETAIL NOT TO SULE 6.IF IT APPEARS THE STRIP IS NOT FUNCTIONING PROPERLY CONTACT A STORMWA TER PROFESSIONAL TO DETERMINE WHAT ACTIONS ARE NECESSARY. LEGEND ASSESSOR'S REFERENCE CONSTRUCTION SEQUENCE 1.INSTALL SEDIMENTATION CONTROL ALONG EXISTING DRIVE AND DGWNGRADIENTOF EXISTING HOUSE. 37B LOT 9 PROPERTY LINE W LENGTH 2.REMOVE DRIVEWAY AND RAZE HOUSE.FILL FOUNDATION WITH GRAVEL ------------- LOAM AND SEED DRIVE AREA OUTSIDE OF LIMIT OF WORK WETLANDS co sTR TIO I INSTALL CONSTRUCTION ENTRANCE SITE DEVELOPMENT PLAN 5.CUT TREES TO LIMIT OF WORK 26 OFFSET FROM WETLANDS- FOR DRAW INSTALL SEDIMENTATION CONTROL DOWN GRADIENT OF ALL WORK AREAS 7 DRUB AND STUMP AREA WATERSHED SPECIAL PERMIT 50'OFFSET FROM WETLANDS- nU, EL L 8�ROUGH CUT DRIVEWAYS AND GRAVEL 100'OFFSET FROM WETLANDS- 100 :4!� 1' 9.INSTALL FOUNDATIONS. 100 DALE STREET 2595N '�OBEGIN HOUSE CONSTRUCTION CONTOURATFH ELEVATION- "4F'tOM'Yli I INSTALL INFILTRATION TRENCH ALONG DRIVE LOCATED IN Gd 12.PAVE BLINDER COURSE 1MV171.00 �11NSTALL ROOF INFILTRATORS NORTH ANDOVER, MA. 2FTCONTOUR kOPOSED 'hYV 171.17 14.LOAM AND SEED ALL DISTURBED AREAS DATE APRIL 4,2013 15.INSTALL TOP COURSE OF PAVING REV'MAY 6,2013 16-AFTER STBILIZATION OF SOILS AND ESTABUS HMENT OF VEGETATION REMOVE SEDIMENTATION CONTROL RECORD OiVVER JOSEPH B AND CAR J OCONNELL • 100 DALE STREET NORTH ANDOVER MA SITE PLAN R S'D ` 171.71 APPLICANT MESS/AA DEVELOPMENT 4 40' SIT IT Adm Ammll PROFESSIONAL ENGINEERS&LAND SURVEYORS 2 2 SCALE:1-40' CHRISTIANSEN& SERGI, INC. RI NIO SUMMER STREET,HAVERHILL,MASSACHUSETTS 01830 VjVWCSj'ENGp CoU TEL-976373-0310 FAX.978372-3,460 D x 45,I- 4 g 1= C-6 ETLAND,�'65 LOCUS X11 Ga, b-I; Map da6®6241.1 Google % %� LOCUS MAP 1 r I 1 0 1 1 I 1 1 e SUTTON SOIL j ��% 1 � 1 , � 1 , 1 1 a 1 i1 tO` 1 cps7�� ARL TON SOIL ; ZONE IpyFG'S', r 1 1 - / 1 � 1 pp. 1 1 `Z`P�PL fp0 A-e A.6 r IWTI WETLAND A-3 J ASSESSOR'S REFERENCE 37B LOT 9 1 / o o WETLAND LOCATION 1 / AND A, `�� i .1 / A\'2 A-q,,4 SOIL TYPES FOR I�S� 3a / /' — _o�' ' A_9 m %a : i )f WATERSHED SPECIAL PERMIT zz `T Ba, 100 DALE S TREET WETLAND % LOCATED IN - NORTH ANDOVER, MA. .a z — � q` OATE-MA Y3,2013 S l `� „ I_� _ q �j 0 RECORD OWNER JOSEPH 8 AND CARROL J O'CONNELL SITE PLAN Ott r6 100 DALE STREET NORTH ANDOVER MA t` - -O� ` APPLICANT.- MESSINA DEVELOPMENT 4 40' 0' 4D' 80' $�' PROFESSIONAL ENGINEERS 8 LAND SURVEYORS :?a SCALE:9=40' CHRISTIANSEN&SERGI, INC. s 160 SUMMER STREET,HAVERHILL,MASSACHUSETTS 0!870 WMV..CSI.ENGR.COM TEL 97"73O.3f0 FAX.978.372-7960 9K