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HomeMy WebLinkAboutCorrespondence - 35 ROCKY BROOK ROAD 1/10/1995 Town of North Andover, Massachusetts Form No.2 e 00RTij BOARD OF HEALTH '6 a h 10 .19 DESIGN APPROVAL FOR 9y sAcmuSE1 SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM Applicant C a.-1 TAUXI Test No. Site LocationT� Reference Plans and Specs. c ENGINEER DESIGN D1JTE Permission is granted for an individual soil absorption sewage disposal system to be installed in accordance with regulations of Board of Health. CHAIRMAN, BOARD OF HEALTH (v Fee—LL Site System Permit No. off Town of North Andover, Massachusetts Form No.a Of jORTI1 BOARD OF HEALTH O o a � 1g—J- L 9 DESIGN APPROVAL FOR ,SSA�HUSEt� SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM Applicant CVk1yV'0'4)AI` ® Test No. Site Location WT 8aAa:��= — Reference Plans and Specs. ENGINEER DESIGN DATE Permission is granted for an individual soil absorption sewage disposal system to be installed in accordance with regulations of Board of Health. CHAIRMAN,BOARD OF HEALTH Feed_ Site System Permit No. APPLICATION FOR DISPOSAL WORKS CONSTRUCTION PERMIT a DATE: e A�- CURRENT INSTALLER'S LICENSE# LOCATION: a LICENSED INSTALLER: SIGNATURE: .. . ..._ , � . �'��� �. TELEPHONE# � % �.. 22 CHECK ONE: REPAIR: NEW CONSTRUCTION: IF NEW CONSTUCTION, PLEASE ATTACH FOUNDATION AS-BUILT. Administrative Use Only $75.00 Fee Attached? Yes No Foundation As-Built? Yes No Approval u'' � Date: Town of North Andover, Massachusetts Form No.3 BOARD OF HEALTH t NORTH O taw ,°•s p (/�J � 1,r _19 F p DISPOSAL WORKS CONSTRUCTION PERMIT ' 9S3^CHU9Ej Applicant NAME ADDRESS TELEPHONE Site Location Permission is hereby granted to Construct or Repair ( ) an Individual Soil Absorption Sewage Disposal System as shown on the Design Approval S.S. No. i CHAIRMAN, BOARD OF HEALTH • Fee D.W.C. No. Po s N a N Fd W co p Q0 (D p O-h K ;d (D to N O ., ii O CD N 3 w wW y n n cn n a Ln � O O• n � c`D Z CD O LIO CD � n OD o - D o ° MZ m D Ln O O oo D C) O O a O 2 C) r ON O n p O ^ N O rn • c �z� N r. � D � o Z3 O C p R1 T ,:3 -I rn O r (D Ul O A Ln S CD N S � e-r W � (D CD o CD Q 3 in Z i FORM U - VERIFICATION FORM INSTRUCTIONS: This form is used to verify that all necessary n approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable local or state law, regulations or requirements. ****************Applicant fills out this section***************** APPLICANT: N BPS ti c Phone LOCATION: Assessor' s Map Number 9Q Parcel d 06 f Subdivision ' &0QZ �_ y • Lot(s) Street r- v St. Number ************************0 icial Use Only************************ RECOMMEN TIONS O AGENTS: Date Approved Conservation Admin" rator Date Rejected Comments Date Approved Town Planner Date Rejected Comments Date Approved Food Inspector-Health Date Rejected _ .ri L14c� Date Approved i7l, F Septic Inspector-Health Date Rejected Comments Public Works - sewer/water connections - driveway permit Fire Department Received by Building Inspector Date =r •ca cr CA Ec CO3 0 = 0 Cl, 0 CD Cl) C2 -9 M CLO z =.o CA, --1 0 =r CL =r CD -. =r w cffio CD C, CD V) r-4 CD ® :E 9 CD 9 z :5. CO) 0 LA. :Lo CD CD C C = "5L : i CA CO) 0 CD CD •CL c) 0 INA CD CD to C/) 0 CD C/) a) CRD Co, CO) nCO) CA C* 0 CL D C.) W CD CL C/) CA CD S CD CD C,). CA Q , 0 Z CO) CD C7 W ca CD CD-9 CD C.) CD C* CD CD 0 CD 0 0 9 — a �n 0 O co N CA CL t= CO) C; =0 79 c3 C/) C, m =.* I CD Cb 0 C/) CO) CID CD a.CD : cl o CD CD CA CD b i c = : :0 Al� C/) Cl) z n ij P 0 0 0 9. 0 Z, R. M n UQ rD 11 om A) (J) tZI M "< -. CD 0 0 0 t, n Co M M n Nj i FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from ! Boards and Departments having jurisdiction have been obtained. This does not relieve i the applicant and/or landowner from compliance with any applicable or requirements. APPLICANT FILLS OUT THIS SECTION******"*****'}********** APPLICANT PHONE LOCATION: Assessor's Map Number PARCEL � l SUBDIVISION _ LOT (S) STREET' - �' r" �' i (� � ST. NUMBER *****************************************OFFICIAL USE ONLY RECOMMENDATIONS OF TOWN AGENTS: CO S RVATION ADMINISTRATOR DATE APPROVED , DATE REJECTED COMMENTS TOWN PLANNER DATE APPROVED DATE REJECTED COMMENTS i FOOD INSPECTOR-HEALTH DATE APPROVED DATE REJECTED FEP I ECTOR-HEALTH DATE APPROVED DATE REJECTED COMMENTS I PUBLIC WORKS - SEWERIWATER CONNECTIONS DRIVEWAY PERMIT FIRE DEPARTMENT RECEIVED BY BUILDING INSPECTOR DATE i Any Weal shall be flied I SSAClaW' within t201 days s after the TOWN OF NORTH AANDOV EAr date of filing of this NTown MASSACHUSETTS in the Office of the Clerk. BOARD OF APPEALS NOTICE OF DECISION 35 Rocky Brook Rd. NAME: Rick Maureen Walker DATE: 10/16/97 ADDRESS: 35 Rocky Brook lid. PETITION: 033-97 North Andover, MA 01845 HEARING: 10/14/97 The Board of Appeals held a regular meeting on Tuesday evening, October 14, 1907 upon the application of Rick & Maureen Walker, requesting a Variance from the requirements of Section 7, paragraph 7.3 and Table 2 for relief to allow an addition of a wood deck on the back of existing house, of the Zoning Bylaws which is in R-1 Zoning District. The following members were present: William J. Sullivan, Walter F. Soule, Robert Ford, John Pallone. The hearing was advertised in the Lawrence Tribune on 0/30/07 and 10/6/97, and all abutters were notified by regular mail. Upon a motion made by John Pallone and seconded by Robert Ford, the Board of Appeals unanimously voted to GRANT relief of 8 feet on the rear setback to allow to---add an addition of a wood deck 12'x33' to the back of the existing residence. Voting in favor: William J. Sullivan, Walter F. Soule, Robert Ford, John Pallone. The petitioner has satisfied the provision of Section 10, paragraph 10.4 of the Zoning Bylaw and that the granting of these variances will not adversely affect the neighborhood or derogate from the intent and purpose of the Zoning Bylaw. Note: The granting of the Variance and/or Special Permit as requested by the applicant does not necessarily ensure the granting of a Building permit as the applicant must abide by all applicable local, state and federal and building codes and regulations, prior to the issuance of a building permit as requested by the Building Commission, BOARD OF APPEALS William J. Sullivan, Chairman /decoct PLAN REVIEW CHECKLIST C) i1 / w , r' .. _...M' ' GINEER ADDRESS EN � s'�✓,� k GENERAL ` 3 COPIES STAMP . ,...- LOCUS C � , NORTH ARROW � ....,. SCALE `�. C� """ .... ' PROFILE �- ° µ ,-- BENCHMARK CONTOURS �._-��µ-. �ECT �aN � , _........... solL s� 4 PERCS ( ELEVATIONS WETS. DISCLAIMER ( WELLS & WETS a� WATERSHED? > DRIVEWAY -, " (Elev) WATER LINE FDN DRAIN � SCH40 iiµ" TESTS CURRENT? °" SOIL EVAL_ SEPTIC 'TANK MIN 1500G ( . 17 INVERT DROP �_....- GARB. GRINDER f/& comps +200 10 ' 110 FDN a. .- MANHOLE 1.­",,,,.,. ELEV , w GW - # COMPS. GB c wry D—BOX SIZE ## LINES, ' " FIRST 2 ' LEVEL STATEMENT INLET OUTLET /' ,0_: _ f � ��,7(2" OR . 17 FT) TEE REQ'D? / LEACHING MIN 440 GPD? RESERVE AREA S°„ s 4 ' FROM PRIMARY? ` µ XJ2% SLOPEf 100 ' TO WETLANDS r.�” - 100 ' `.4'O WELLS 4 ' TO S.H.GW 20 ' TO FND & INTRCPTR DRAINS_ -",, 400 ' TO SURFACE H2O SUPP ` 4 ' PERM. SOIL BELOW FACILITY ­­ MIN 12" COVER FILL?i---.. ( 151 ) BREAKOUT MET?_ "TRENCHES MIN 440 gpd SLOPE (min ,( c.r 6 11/1001 ) �,.. -...... SIDEWALL DIST. 3X EFF. W OR D (MIN 6 ' ) LL RESERVE 13ETWEEN TRENCHES? ­­`­ IN FILL? ` '°` MUST BE 10 ' MIN!-- 4" PEA STONE? ...., VE141T? ,,41',L) _ ( >31 COVER; LINES >501 ) + SIDE_ ! X LDNG "1 = TOT ` (L x W x #) (DxLx2x#) (G/ft2) Cupyrielht C7 1996 by S.G. Starr FOR..N1 11 - SOIL EN".-LUATOR FORM Page I of 3 V ti o �-.,. � ��._, � Date Commonwealth gf assaeh° Otts Massachusetts Soil Suitability Assessment `or° 0n-site Sewage Disposal Performed By: . _.. Date: Witnessed By: l..aauon Al idtrssor C...� + 'c'7 C �� '��4.1E.�p_,-) 1 Lew Lrru -ti - tc caw r-1 c Z Repair ❑ Office Review Published Survey Available:,No Yes r � \ VIC publication Scale Sail Ma P Unit ,r. .�,.°..r.�YearPublished tj Drainage Class w��,r tza+�war...... YL�t7rCtiCw... . 't.c l 6 ......................... ..... _....,... Soil Limitations .. �........ Surficial Geologic Report Available: No u Yes ❑ Year Published Publication Scale _._.,... Geologic Material (Map Unit) ................................................................................................. Landform .......................................................................................... ....:.tom.! a ...t............................ Flood Insurance Rate Map: Above 500 year flood boundary No []Yes Within 500 year flood boundary No ayes ❑ _ ❑ Within 100 year flood boundary No 12Yes ) Wetland Area: National Wetland Inventory Map (map unit) ..............................._............................................. .......... Wetlands Conservancy Program Map (map unit) ............................... Current Water Resource Conditions (USGS): Month Range :Above Normal []Normal EBelcw Normal ❑ Other References Reviewed: DEP APPROVED FORM- 12107195 FORM 11 - SOIL LVALUATOR FORM Page 3 of 3 Location .Address or Lot No. i J -� V�2C)ny- Determination for Seasonal High Water Fable Method Used: 2 Depth observed standing in observation hole ...4p inches ❑ Depth weeping from side of observation hole .._.. inches © Depth to soil mottles inches ❑ Ground water adjustment .................. feet Index Well Number ....... ....... Reading Date .......... Index well level Adjustment factor ............... Adjusted ground water level Deoth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in 'aV areas observed throughout the area proposed for the soil absorption system? `d C5 If not, what is the depth of naturally occurring pervious material? Certification I certify that on I� / (date) I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. Signature ) ��ate IU 2-Z-/ i DEP APPROVED F0R,%1• 12/07/95 FORM 11 - SOIL EVALUATOR DORM Page 1 of 3 c" Date: Commonwealth of Massachusetts �l02"C 1 o�b►6C'. , Massachusetts Soil Suitability Assessment for On-site Sewage Disposal Performed By: �.� .�D _.. Date: � 1���. ........... . Witnessed By: .. Lo=tion _r= owmr's flame. �C t— 7Ox � 1 t-} Los Al✓' VCY---� �IL-�C.xe lS--- Lh3s°ss/ rde°none/ ew Construction ❑repair ❑ y cv �>U,bc`; Office Review, f Published Soil Survev Available: No ❑ Yes Year Published ,'Db1 Publication Scale �...i Soil Map Unit 6C°..... .......... ►�norft sir t�< ... Drainage Class fl o ••.• Soil Limitations Surficial Geologic Report Available: No Ltd' Yes ❑ Year Published Publication Scale GeologicMaterial (Map Unit) ..............................................................................................................................._. ............. Lan dform V-A"Af ........................................................ Flood Insurance Rate Map: Above 500 year flood boundary No ❑Yes Within 500 year flood boundary No LJYes ❑ Within 100 year flood boundary No E es ❑ Wetland Area: National Wetland Inventory Map (map unit) .......................................................................................... Wetlands Conservancy Program Map (map unit) ....................................................................... Current Water Resource Conditions 7SG Mon th Range :Above No anal []Normal a•/ Normal ❑ Other References Reviewed: DEF APPROVED FORM• 12/07195 FORM 11 - SOIL L:VALUATOR FORM Page 3 of 3 Location Address or Lot No. ec�'FNC> Determination for Seasonal High Water Table Method Used: l? Depth observed standing in observation hole .... inches ❑ Depth weeping from side of observation hole ...... inches ❑ Depth to soil mottles inches ❑ Ground water adjustment .................. feet Index Well Number ........ ....... Reading Date Index well level . . Adjustment factor ......... Adjusted ground water level Deoth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not, what is the depth of naturally occurring pervious material? Certification I certify that on I� (date) I have passed the soil evaluator examination � approved by the Depa tment of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. Signatur e-� Date 1b Z4 96�1 DEP APPROVED FOP-%I• 12/07/95 FORM 11 - SOIL EV.-kLliATOR FORM Page 1 of 3 Rio. 17 Date: VD Commonwealth of /Massachusetts �ANZ (4 WQDJ(--V—, Massachusetts Soil Suitability Assessment for On-sit al Performed BY: -�1�� s�....... Date: AI�.. � s?.. _................................................. _......... Witnessed By: _... ........... _.. .. ... . � l�c. �- ,��t.�ro IsOr-:n Pn��UV , M.Pr Ql � Lew onsv-UCVcn Repair ❑ ' (2 '!�'r("r')2( Office Review Published Soil Survev Available: No ❑ Yes Year Published �9c�� .... Publication Scale 1 Soil ytap Unit J -••••••- Drainage Class Soil Limita ns - Geologic Report Available: No L�1 Yes ❑ Surfictal g po Year Published Publication Scale Geologic Material (Map Unit) .................................................................................................................................. ............. __..._ Landform ........................... ..... Flood Insurance Rate Map: Above 500 year flood boundary No ❑Yes Within 500 year flood boundary No I�Y es ❑ Within 100 year flood boundary No E& es ❑ Wetland Area: National Wetland Inventory Map (map unit) ............................. ......................................................................__..... Wetlands Conservancy Program Map (map unit) ............................................••....•............... Current Water Resource Conditions (USG"): onth Range :Above Normal []Normal Caelcw Normal ❑ Other References Reviewed: DEP APPROVED FORM- 12/07/95 FORM 11 - SOIL LVALUATOR FORM Pale 3 of 3 Location Address or Lot No. Determination for Seasonal High Water Table Method Used: R Depth observed standing in observation hole... inches ❑ Depth weeping from side of observation hole ...... inches ❑ Depth to soil mottles inches ❑ Ground water adjustment .........I........ feet Index Well Number ....... ....... Reading Date ........ Index well level Adjustment factor ................ Adjusted ground water level Deoth of Naturally Occurrino Pervious Material Does at least four feet of naturally occurring pervious material exist in p1l areas observed throughout the area proposed for the soil absorption system? If not, what is the depth of naturally occurring pervious material? Certification I certify that on 10` (date) I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. Signature,/ `&2 � Date jC� - DEP APPROVED FORM- 12/07/95 11`10MAS I-j y .ASSOCIAJ'11.`� dS9 October 23, 1996 i Ms. Sandy Starr Board of Health 146 Main Street North Andover, MA 01.845 Re: Lot 19 Rocky Brook Road Dear Sandy: Please find enclosed three (3) prints of the sanitary disposal system design for the above- referenced lot for your review. You will note that this design complies with the local Board of Health regulations except for distance to foundation drains and design flow. It is my understanding that the Board of Health has voted on accepting current "Title V" design criteria regarding design flow and foundation drain setbacks. Therefore, we are not requesting these waivers. However, if you feel that we are still required to file for these waivers please schedule us to be heard at the next scheduled Board of Health meeting. If you should have any questions or concerns please do not hesitate to call. Very truly yours, THOMAS E. NEVE ASSOCIATES, INC. .Iolu1 Morin, E.I.T. Civil Engineering Consultant TM/kill Enclosures #550 BREEN.W11S ENGINEERS E E,wRS LAND SURVEYORS LAND USE PLANNERS 447 old Boston Road U.S. Route 0 Topsfield, MA 01983 (508) 887-8586 FAX (08) 887-3480 k" V40RTN BOARD OF HEALTH p @tt4ro e.qa .� 120 MAIN STREET TEL. 682-6483 C us NORTH ANDOVER, MASS. 01845 Ext23 February 14 , 1995 New England Engineering 33 Walker Road, Suite 32 North Andover, MA 01845 Re : Lot #19 Rocky Brook Road Dear Ben : This is to inform you that the proposed plans for site referenced above have been disapproved for the following reasons : 1) Records indicate a 9 min . /inch percolation rate . 2) Minimum size for a leaching bed is 900 square feet . If you have any questions, please do not hesitate to call the Board of Health Office at the number above . Sincerely, Cli Sandra Starr, R. S . Health Administrator SS/cjp a 9 DATE f 4, �'` � Sheet ®f BOARD OF HEALTH TOWN OF NORTH ANDOVER SUBSURFACE DISPOSAL DESIGN REVIEW FEE [ PERMIT # DATE RECEIVED APPLICANT &L, ry ZL, ASSESSOR' S MAP ADDRESS PARCEL # �J LOT # l q v ° STREET 'c�- ENGINEER ADDRESS 3 PLAN DATE _ ll REVISION DATE CONDITIONS OF APPROVAL: APPROVED DISAPPROVED 1 —, 7-257,, PLAN REVIEW CHECKLIS ADDRESS ENGINEER < .. GENERAL 3 COPIES „ STAMP LOCUS C " '°° NORTH ARROW SCALE CONTOURS / � PROFILE C.—,",,,... SECTION BENCHMARK SOIL & PERC INFO ELEVATIONS WEB'S. DISCLAIMER �..�'�"~�'" WELLS & WETLANDS - WATERSHED? ) � ..... DRIVEWAY t.,,-"°," (Elev WATER LINE FDN DRAIN 1 S C H 4 0 ��� TESTS CURRENT? SEPTIC TANK MIDI 1500G t �" " . 17 INVERT DROP GARB. GRINDER B ) (+200% EDF) 25 ' TO CELLAR MANHOLE TO GRADE ELEV G;J D-BOX SIZE # LINES 4-°1 FIRST 2 ' LEVEL STATEMENT r INLET OUTLET (2 11 OR . 17 FT) TEE REQ ' D? LEACHING MIN 660 GPD? "� " RESERVE AREA r, 4 ' FROM PRIMARY? 20-o SLOPE 100 T O 6v E L..,.A D S c '~' .. � �^r �*� �' 100 ' TO tvELLS s.,.��"'. 4 ' TO S.H.GW i.�� 35 ' TO FND & INTRCPTR DRAINS °„" 325 ' TO SURFACE H2O SUPP 4 ' PERi1. SOIL BELOW FACILITY r MIN 12" COVER "'m*” FILL? �..,' 25 if above natural elev; 10 ' if below) BREAKOUT MET? TRENCHES MIN 660 gpd SLOPE (Min . 005 or 6"/100 ' ) >3 ' COVER?-VEPIT SIDEWALL DIST. 2X EFF . W OR D (PAIN 6 ' ) IS RESERVE BETWEEN TRECHES? IN FILL? MUST BE 10 ' MIN. 4"" PEA STONE? BOT X LDNG + SIDE X LDNG = TOT (E-x W x ) (G/ft2) (DxLx2x#) (G/ft2) Copyngbt© 1993 by S.L.Starr PITS MIN 660 LEACHING MIN 1 (131x16 " ) PIT MANHOLE/PIT GW MIN 41 BELOW BOTTOM EXC 2x EFF W OR D 1211-4811 STONE BOT + SIDE x LOAD = TOTAL (L x W x #) (2x(L+W) xD x #) (G/ft2) CHAMBERS MIN 660 LEACHING GW MIN 411 BELOW COVER >3 FT - VENT MANHOLES 1211-48" STONE SPLASH PADS SLOPE . 005 BED/TRENCH (Bed max. 601 X 601 ) MIN 131 X 161 PIT BOT + SIDE X LOAD = TOTAL (L x W x #) (2 x (L+W) xD x #) (G/ft2) FIELDS MIN 660 GPD" "- °� .......,.,.d,,. 900 ft2 BEE�,�"� PERC RATE FASTER THAN 20M/IN GW MIN 41 BELOW BOTTOM OF FIELD PIPE ENDS JOINED? 4" PEA STONE? DIST LINE SLOPE . 005? °"'"mf,,,.,.. >3 1 COVER°VENT­'-­ SCH 40 �.­„­w MIN 1211 COVER RATES LDG� X 660 = j ' ) G> � .C�' = TOTAL ' > ? ft2/G REQ1D (ft2) LXW DOSING TANKS AND PUMPS DIMENSIONS X X = PUMP CAPACITY gpm L W D Vol . DISCHARGE SIZE DISCHARGE RATE DISCHARGE TIME gpm MANHOLES TO GRADE ALARM SEP. CIRC. 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