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HomeMy WebLinkAboutCorrespondence - 236 GRAY STREET 12/14/2005 a, DelleChiaie, Pamela From: DelleChiaie, Pamela Sent: Wednesday, December 14, 2005 1:08 PM To: Patti Schuler(E-mail) Subject: Lot 8 Gray Street- Need Letter s Importance: High Please note that we need you to send the Health Department a letter stating that due to the time of year, the weather related problems of snow prevent the installer from loaming and seeding which is required for a Final Grade Inspection. j As a result, the Health Department is unable to perform a Final Grade inspection at this time. However, you will guarantee that you are responsible for loaming and seeding, and this will be taken care of in the spring, so that we can issue a Certificate of Compliance. You can send this letter via e-mail to me, and I will have Michele review it. Thank you. $asf Reggvds, Pw�ya�w Dae�aG�lfiuia Health Department Assistant Town of North Andover 400 Osgood Street North Andover,MA o1845 978.688.9540-Phone 978.688.8476-Fax http://www.townofnorthandover.com healthdept @townofnorthandover.com i 1 i 1/13/2005 TUE 12:07 FAX 17812709406 Litchfield Company R002/002 ,,-2085 08:59 FROM:EASTERr AND SURVEY 1-978-531-5920 1? 7812709406 P.3 GOMM Professional Land Surveyors&Civil Engineers ESSEX SURVEY SERVICE 1958-1986 December 13,2005 OSBORN PALMER 1911 -1970 BRADFORD R WEED 1885- 1972 Ms. Susan Sawyer,Director North Andover Board of Health " 400 Osgood Street D EU 1 3 2005 5 el ° North Andover,MA. 01845 W 44_ jjR RE: F13877 GRAY STREET N.ANDOVER,MA. Dear Ms. Sawyer: J Please be advised Eastern Land Survey Associates,Inc.has been engaged by the Litchfield Company to provide horizontal and vertical survey control with respect to the construction of single fancily homes. During construction,the original benchmarks on Lots 8 and 9 were relocated: • Lot 8 had an original benchmark elevation of 201.88 which was relocated prior to construction to 201.97. • Lot 9 had an original benchmark elevation of 210.56 which was relocated prior to construction to 203.30. i If ou have an ,p Y y questions lease do not hesitate to contact me. I, Sincerely, Christopher R.Mello,P.L.S. President CRM:alv CC: Mr. Lawrence M.Douglas,111. '104 LOWELL STREET PEABODY,MASS. 01960 TELEPHONE: 978539-8121 FAX: 978-531-5920 12/13/2005 TUE 9:10 (JOB No. 95891 Q 003 Page 1 of 1 f DeileChiaie, Pamela From: Dan ©ttenheimer[info @millriverconsulting.com] Sent: Tuesday, December 06, 2005 4:26 PM To: amcbrearty @millriverconsulting.com; Lisa Kozel LeVasseur; DelleChiaie, Pamela; Sawyer, Susan Subject: Boston Street Lot 8 Construction inspection performed at Boston Street Lot 8. Items to note are as follows: > Licensed installer Charles Todd was not at the site, there was another person named Charlie Bent there instead;' ➢ The benchmark was not available as shown on the plan and we were referred to a nail in a tree stump and told what the elevation was. I would suggest the designer provide some type of plan or corroborating letter indicating they installed that reference point and what elevation it is supposed to be. ➢ All else seemed fine. Dan i - _ Daniel Ottenheimer,President Mill River Consulting, Inc, Septic System Management Services 2 Blackburn Center Gloucester, MA 01930-2259 978-282-0014 or 1-800-377-3044 fax: 978-282-0012 www.rniI Iriverconsalting.coin . dano(''cr)mif IriverconSUIting.co 1 I 12/8/2005 ' \ DelleChiaie Pamela From: DeUeChiuie, Pamela Sent: Thursday, December U1. 2OO511:12AM To: 'Daniel OtteOhe|[Oer(E-mail)'; 'Lisa LBV8Sseu[(E-meU)'; 'yWcB[e8rtv/\Od[gw(E-mail)' Cc: Patti Schuler(E-nlaiD Subject: FW: Lot 8Gray Street Please hold off on this. Charlie needs to adjust some things, and Joe SerwatkB needs to change the A$ Built, per Joe's call just now. Joe said he spoke with Michele on this. VVe will let you know. Thanks, -----Original From: DelleCWie, Pamela Sent: Thursday, December 01, 20059:17AM To: 'Daniel Ottenhoimer(E'mo||)'; 'Lisa LoVasseur(E'mai|)'; 'Mc800rty Andrew(E-mai|)' Subject: Lot 8 Gray Street Please schedule a Final Construction Inspection for above. Cm|| Charlie Todd at: 508.062.0311 to schedule. | understand there |oo closing on this property onFriday. Thank you. ,609161V4#10010 A040046141410 Health Department Assistant Town of North Andover 400 Osgood Street North Andover,D8A n1845 g78.680,454o-Phone 478.600,847h-Fox htkp://vvww.LovvuofuorLbuudover,00nu boukhdeni@tovmuoDnortbuudovor.00m 1 11/09/2005 WED 15:20 FAX 17812709406 Litchfield Company IM001/002 r. I is r Litchfield Co., Y s Fmc To: Susan Sawyer,BOH From: Patty Schuler Fax: 978-688-8476 Date: November 9,2005 Phone: 978-688-9540 Pages: 2 Re: Sand for Septic Systems CC: J.Currier,L.Douglas Susan: Please review the attached analysis for sand we will be placing in the septic systems for Gray St.& Boston St,,No.Andover,Lots 8,9&10. We are unable to obtain the supply we need to complete these systems from our current vendor and will be purchasing from Heffron in Wilmington. Please get back to us as soon as possible. Thanks,Patty Schuler i 11/09/2005 WED 15:20 FAX 17812709406 Litchfield Company 0002/002 zoom (�rao6 'ou sor l ST'-- ,allx 5o0z/60/tr HERFRON r A Ml -_,166 We 667 SSW 1Eipmr / 0y G ParflclO Size;Distd4ution Report b x Sol � $ 3. r i r e e ; � . ♦ 1 1 1 [ • ' 1 1 f 1 1IS 1 • �, • 1 : • ; • 1 f 1 , ; • 1 1 1 �rww 1 I � 1 , ►• 1 • r 1 1 • 1 1 t j fir • 1 , 1 , , , 1 - ry I 1 z Q_ / 1 j ' 1 f • 1 1 , ; 500 900 10 1 .1 0.01 01001 GRAIN Sl�i~-mm •. yv C;pE�BLEB �/n t�RAV�L %$AND fuLAY . ... 0.0 9,7 86.8 33 EVE PERCENT SPEC! PASS? �1laterlalOasc�tfan ;IZf FINER PERC(WN1' (X-No) SCREENED SAND 198.E #1#4 1 90.3 Ij 0Y 7 'S ARGEhoW Llmtts i 52.4 PL= -11= Pt= I 00 28 o Goefficlents j 20o 3.s Dg -2.95 060 1105 050= 0,79 DSO= 0,447 D j$= 01253 Oj p= 0.181 Off= 5.80 C - 1.04 CisssifiGation USCSO SP AASH'C0= ' R,e,�arks STATE EN'VI1tONmENTAL cODE TITLE Y 310 c1utmn 15,255(3)SAMPLE MEE'IWS QMA.TION p� ' ItEQtiT>ZEMEI�IT&1 ' (no spwrloaiion pfovidw) S: n jplc No.: 107" Source of Sample: WILMINGTON Date; 4/19/2005 L ocattan; Etev,JDepth: Client; I•IEPMON MATERIALS 1• UT : OF MASSACHUSETTS,INC. _ pro act No: Figure 107 I { | (TOWN OF NORTH ANDOVER Office of COMMUNITY DEVELOPMENT AND SERVICUS ' HEALTH DEPARTMENT 400OSG(}OD S"TR[ El` NORTH ANDOVER, MASSAC8USETTS0l845 Susan \'. Sawyer, KB8S/RS 970.688.954O—Phone Public 8eabhDirector 07&.8W4542—FAX November 9,2O05 Litchfield Company, Inc. Faxed: 978.4556364 36 Ray Avenue Burlington,MA 0 180 RE: Subsurface Sewage Disposal System Plan for Lot 8 Gray Street,Mal) 107.D,Parcel 10 Subsurface Sewa2e Disposal System Plan for Lot 9 Gray Street,Mat) 107.D,Parcel 10 North Andover,MA 01845 Tb Whom It May Concern: The North Andover Board of Health has completed the review of the septic system design plans for the above referenced property submitted on your behalf by Joseph J. Sei-watka,P.E.,dated April 13,2004, last revised on November 3,28O5,and received hy this office ou November 7,2005. The design has been approved for use in the construction of a new onsite septic system. This approval is valid for three years from the date of this letter and during this time a licensed septic system installer must obtain a permit and complete this work,and u Certificate of Compliance must he endorsed hvthe installer,designer and the Town nf North Andover. This approval h subject to the following conditions: l. If site conditions are found in the field to be different from those indicated on the design plan and/or soil evaluation,the originally issued Disposal System Construction Permit is void, installation shall stop, and the applicant shall reapply for a new Disposal Systems Construction Permit(3 10 CMR 15.020(l)). 2. It is the responsibility of the applicant and/or the applicant's septic system designer,septic system installer o«other representative to ensure that all other state and municipal requirements are met. These may include review bv the Conservation Commission,Zoning Board, Planning Board,Building Inspector,Plumbing Inspector and/or Electrical Inspector. The issuance ofo Disposal System Construction Permit shall not construe and/or imply compliance with any of the aforementioned requirements. 3. The plan does not call for installation ofu septic tank effluent fikcrbut one iarecommended. Please be advised that only certain brands offiberu are permitted for use bu Massachusetts and each io required to follow certain approval criteria. Your designer or installer should work with you to assure a licensed brand ia selected for use, if you choose tu install one. Your effort tn provide u properly functioning septic system for your dwelling im greatly appreciated. The Health Department may he reached at978-68O-y54O with any questions you might have. Since ly" ' __'-_Y. Sawyer, --____ Public Health Director Cu: � Joseph J. Senvn1ko`P.E.-978.683.65V5—Phone&Fax )0, PUo Eric: List of licensed septic system installers i TOWN OF NORTH ANDOVER «owrw � Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 40 .......„ 27 C14ARLES STREET NORTH ANDOVER, MASSACHUSETTS 01845 CHUSt� Susan Y. Sawyer 978.688.9540—Phone Public Health Director 978.688.9542—FAX I I September 28,2004 Joe Serwatka,P.E. PO Box 1016 North Andover,MA 01845 i RE: Subsurface Sewage Disposal System Plan for Lot 8 Gray Street,Map 107D,subdivision of Parcel 10,North Andover,Massachusetts i Dear Mr. Serwatka, 1 The North Andover Board of Health has completed the review of the septic system design plans,for the above referenced property,submitted by you on behalf of your clients,the property owner Stella Realty Trust and the Litchfield Company,Inc. as the applicant.The plan dated 4/13/04 was last revised 9/10/04 and received at this office on 9/22/04. The design has been approved for use in the construction of a new onsite septic system. This approval is valid for three years from the date of this letter and during this time a licensed septic system installer must obtain a permit and complete this work,and a Certificate of Compliance must be endorsed by the installer,designer and the Town of North Andover. This approval is subject to the following conditions: I. Title V regulation section 102C—requires 2 deep hole observation tests in the primary and secondary disposal areas. Lot 8 primary and secondary areas only have 1 deep hole test.According to agreements between the BOH representative and the engineer,the onsite decision was made to reduce the required number of tests for each system. In this case,due to the lack of soil information,this plan approval conditions that upon construction, if the BOH inspector finds that soil conditions vary within the boundary of the system,he/she may require a confirming test hole prior to allowing the installer to move forward with the system construction. 2. The issuance of the disposal works construction permit is contingent upon the receipt of a foundation as-built of the dwelling. The as-built must be in a scale of I"=40`. 3. If site conditions are found in the field to be different from those indicated on the design plan and/or soil evaluation,the originally issued Disposal System Construction Permit is void, installation shall stop,and the applicant shall reapply for a new Disposal Systems Construction Permit(3 10 CMR 15.020(1)). 4. It is the responsibility of the applicant and/or the applicant's septic system designer,septic system installer or other representative to ensure that all other state and municipal requirements are met. These may include review by the Conservation Commission,Zoning Board,Planning Board,Building Inspector,Plumbing Inspector and/or Electrical Inspector. The issuance of a Disposal System. Construction Permit shall not construe and/or imply compliance with any of the aforementioned requirements. 5. According to the North Andover Assessor's Department records this parcel's subdivision has not been finalized.The assessor records still show the parcel, Map 107D,subdivision of Parcel 10 as a single i t unit.Your plan references the registration of the subdivision with the registry of deeds but does not list the book and page. Prior to being allowed to build on this property the final map and parcel information must be complete. Please contact the town assessor's office if you have any questions on t how to proceed towards this end.Once parcel designations have been made,please provide the health office with the new parcel number in relation to he lots. I i Your effort to provide a properly functioning septic system for your dwelling is greatly appreciated. The Health Department may be reached at 978-688-9540 with any questions you might have. Sincerely, Xs-an . Sawyer,REHS/RS Public Health Director cc: Mary Stella Realty Trust Litchfield Company,Inc. c i i 1 i i Town of North Andover HEALTH DEPARTMENT 27 Charles Street ECEIVED North Andover,MA 01845 978.688.9540 2004 healtlsdelr�a)tojuno nortlianrlover.com �� TOWN OF NORTH ANDOVER HEALTH DEPARTMENT SEPTIC PLAN SUBMITTAL FORM DATE OF SUBMISSION:T ~ SITE LOCATION: ENGINEER: i f NEW PLANS: YES $225.00/Plan (Includes ls,(NEW and one Re-Review On y REVISED PLANS: YES $75.00/Plan Check#: SITE EVALUATION FORMS INCLUDED: YES NO LOCAL UPGRADE FORM INCLUDED: YES NO Telephone#: _ Fag#: t, t E-mail: AH- HOMEOWNER NAME: OFFICE USE OWL Y When the submission is complete(including check): 1. ..Tate stamp plans and letter —f- 2. �., /� Complete and attach Receipt I 3. ,,,a _x)Copy File; Forward to Consultant 4. Enter on Log Sheet and Database 1 JWN OF NORTH ANDOVER i o *tORTN i Office of COMMUNITY DEVIL' PMENT AND S ,<VICES oa °_6°�O°„ HEALTH DEPARTMENT 400 OSGOOD STREET NORTH ANDOVER, MASSACHUSETTS 01845 ss'Acmus Susan Y. Sawyer 978.688.9540—Phone Public Health Director 978.688.9542—FAX r August 1,2005 Litchfield Company 126 Cambridge Street Burlington,MA 01803 RE: Subsurface Sewage Disposal System Plan for Lot 8 Gray Street,Map 107D,subdivision of Parcel 10, North Andover,Massachusetts Dear Property Owner, The North Andover Board of Health has completed the review of the minor alterations to the previously approved septic system design plans,for the above referenced property.These plans dated May 5,2005 have been approved for a five(5)bedroom,maximum 11-room home. As stated in the previous approval,the design has been approved for use in the construction of a new onsite septic system.This approval is valid for three years from the date of this letter and during this time a licensed septic system installer must obtain a permit and complete this work,and a Certificate of Compliance must be endorsed by the installer,designer and the Town of North Andover. This approval is subject to the following conditions: 1. Title V regulation section 102C—requires 2 deep hole observation tests in the primary and secondary disposal areas.Lot 8 primary and secondary areas only have 1 deep hole test.According to agreements between the BOH representative and the engineer,the onsite decision was made to reduce the required number of tests for each system.In this case,due to the lack of soil information,this plan approval conditions that upon construction,if the BOH inspector finds that soil conditions vary within the boundary of the system,he/she may require a confirming test hole prior to allowing the installer to move forward with the system construction. 2. The issuance of the disposal works construction permit is contingent upon the receipt of a foundation as built of the dwelling.The as-built must be in a scale of 1"=40'. 3. If site conditions are found in the field to be different from those indicated on the design plan and/or soil evaluation,the originally issued Disposal System Construction Permit is void,installation shall stop,and the applicant shall reapply for a new Disposal Systems Construction Permit(3 10 CMR 15.020(1)). 4. It is the responsibility of the applicant and/or the applicant's septic system designer,septic system installer or other representative to ensure that all other state and municipal requirements are met. These may include review by the Conservation Commission,Zoning Board,Planning Board, Building Inspector,Plumbing Inspector and/or Electrical Inspector. The issuance of a Disposal System Construction Permit shall not construe and/or imply compliance with any of the i f I ' i E Your effort to provide a properly functioning septic system for your dwelling is greatly appreciated. The Health Department may be reached at 978-688-9540 with any questions you might have. i Y wyer,REHS/RS th Director cc: Joe Serwatka,P.E. 1 s� Joseph J. Serwatka, P.E. Post Office Box 101,6 North Andover, MA 978-683-6595 May 19, 2005 Susan Sawyer, Director p. RECEIVED North Andover Health Department 5 400 Osgood Street North Andover,MA 01845 -SOWN OF"NOF 0 Ili Al"JE)C.AIER, F.dEALTH DE P Re. Lot 8 Gray Street Dear Ms. Sawyer; Attached please find copies of previously approved septic system design for lot 8 on Gray Street. The plan has been modified slightly to include 5 bedrooms,,rather than the previously approved 4 bedroom designs. This was done to account for the possibility that the homeowner may finish the basement in the future. We have used the high capacity Infiltrators, given that clean stone is difficult to obtain these days. No other significant changes were made to the plans. We trust that these minor changes will constitute insignificant changes that can be reviewed and approved in-house. Please let me know if a review fee will be required, and it will be provided. Should you have any question concerning this letter, please contact me. Sin Wrel Jos ka, P.E. Cc; Gary Litchfield i TOWN OF NORTH ANDOVER RTH Office of COMMUNITY DEVELOPMENT AND SERVICES ��a« °4R� O l HEALTH EPA T E 'T 27 CHARLES STREET T a�ATan rYp4+(,� NORTH ANDOVER,MASSACHUSETTS 01845 �S�pcN�sEK Susan Y. Sawyer, REHS/RS 978.688.9540—Phone Public Health Director 978.688.9542—FAX May 17, 2004 Joseph J Serwatka, P.E. P. O. Box 1016 North Andover,MA 01845 RE: Lots 1,2,4fiJ 8 Gray Street,North Andover, MA I Dear Mr. Serwatka, The proposed septic system design plans for the above sites dated April, 2004 have been assessed but not fully reviewed because of some major design issues. The following items are in need of attention on a variety of the plans prior to a full review: 1. No site plan is provided as required by state and local code. 2. The provided leaching area is insufficient. 3. The location of the Soil Absorption System (SAS)must incorporate the locations of the test pits. Additionally, it is required (310 CMR 15.102(2))that a minimum of 2 deep observation holes and one percolation test be performed at every proposed disposal area. 4. Percolation test locations are not shown. 5. Distances from Septic Tank and SAS to dwelling and property lines must be shown. 6. It appears that these designs have not incorporated a number of North fOpver Board 1 of Health standards. 7. Given your proximity to several wetland areas,please provide the name of the person who delineated the wetlands and the date the delineation was performed. Additionally,please provide the North Andover Conservation Commission's confirmation of this data. Please feel free to contact the office with any questions you may have. We look forward to working with you to obtain septic system designs which will be in compliance with all regulations and assure protection of public health and the environment of North Andover. Sincere /Scan Y. Sawyer,REHS/ Public Health Director Town of North Andover J HEALTH DEPARTMENT 27 Charles Street �w 6� i Gf�114' NKA gym" North Andover, MA 01845 � OF HEAL q 978.688.9540 healthdeL)i[>toYVreofnorthandoven con: . SEPTIC PLAN SUBMITTAL FORNZ ' DATE OF SUBMISSION: '' SITE LOCATION: 4az � ` ENGINEER: .. NEW PLANS: YES $225.00/Plan Check#: ' (Includes 1'*NEwr tn and one Re-Review Only) REVISED PLANS: YES $75.00/Plan Check#: SITE EVALUATION FORMS INCLUDED: <I] S , NO LOCAL UPGRADE FORM INCLUDED: YES NO Telephone#: Fax.#: E-mail: t L. ....� HOMEOWNER NAME:_ OFFICE USE ONLY When the submission is complete (including check): 1. Date stamp plans and letter 2. " Complete and attach Receipt J 3. ' 1, File; Forward to Consultant f t 4 Enter on Log Sheet and Database FORM I SOIL EVALUATOR FOld�t Noe 2 of 3 Location Address or Lot lJo. On-site Review _ Deep Hole Number —L.�L— Date: .� 0"Z— Time: Weather G L ei-� 7o Location (identify on site plan) Land Use GvPO Slope (%) —�_ Surface Stones Vegetation OA �. Landform Position on,landscape (sket'ch on the back) Distances from: Open Water Body feet Drainage way feet Possible Wet Ares feet Property Line feet Drinking Water Well feet Other DEEP OBSERVATION HOLE LOG' Depth from Soil Horizon Soil Texture Soil Color Soil Surface(inches) Other ' (USDA) tMunsell) Mottling (structure,Stones,$ouldars, Consistency, % Grsvell Q / X32- lvt',t s3 6 -- 6 p s ovti G A IParent Material(geologic) Depth OA ecrod:: Death to Groundwater. Startling Water inihe Hole: Q Weeping from Pit Face: A/ 4 A2�— Estimated Seasonal High Ground Water: S� W;I-N CE �� 13 Y� - Al Z .01/dO a E-X e A VA To xz er r001 v c 7 s d� DEEP APPROVED pow_urotns i FORM I SOIL EVALUATOR FUIl11 Paae 2 of 3 Location Address or Lot. !40. 4 IV l-Z 7 ,00 7 g —0 /1/ r .�-n/�D O✓G`�-- On-site "Reuiew _ Deep Hole Number Date:_u z Q Z- Time: Weather c G Location (identify on site plan) Land Use _ r.✓Q a p J ' • .. .. ... . --- Slope (%) __ Surface Stones 0 Vegetation Landform Position on landscape (sketch on the back) . ..... Distances from; Open Water Body feet Drainage way feet Possible Wet Area feet Property Line feet Drinking Water Well feet Other DEEP OBSERVATION HOLE LOGO Depth from Soil Horizon Sol Texture Sol Color Sol Surface(Inches) Other (USDA) IMunseln Mottling (Structure•Stones,Boulders, Consistency. % / / Graven 7, 9 .L.p>'cG c-.cocicc�. 36 Lt 3R� � Go /7/3Lz� MINIMUM Parent Material (geologic) Depth to Groundwater Standing Water in the Hole: 0VC9 s'-*� Weeping liom Pit fix• /l/o�� Estimated Seasonal High Ground Water: F'0 r?/1-1 c77 may; ✓4 17 l �95.x. t-1117 7-j In- .-O E XCAVATO /i7 e��rfl°�ve.reati Der APPRO«n FORM-uro71Ps i - j FORM 12 = PERCOLATION TEST Location Address or Lot No. GRAY '5iRSCT "I-101 COMMONWEALTH OF MASSACHUSETTS WoR:rH AuoovErZ , Massachusetts . : Percolation Test* Date: .::.:::.:.:... .5`23`02 Time:,,,, -Observation Hole # Al 14 Depth of Perc 4 c r _ .Zx - r"'' — b Start Pre-soak _ 33 4M- lo:SZ aM End Pre-soak A m lo: cog Am Il:a7 Time at 12.. ►0 9 Anj 11 101 A h1 Time at 9" lo; 54 AM !I %Il AM Tirne at 6" { !"00 'A M A►M Time (9"-6") , Rate Min./Inch Minimum of 1 percolation test must be performed in both the primary area AN6 reserve area. are a. Site Passed 3/Site Failed ❑ ..............................................................................................:..........................................._....---.............. Performed By: To SeP_Ngrfz,q Witnessed By: Comments: ..................................... n... : ... ..,.. DEP APPROVED FORM-12/07/95 J ab p z a N 0 H ^ ¢ q 4 4 d O �r A ri a rQ9 i ax ai q �.w -- N p Wrn�rn� W u N "� a� � J o cn °o Co Cl tot ot a a a � � Q AWN V �I 4 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 the applicant and/or landowner from compliance with any applicable or requirements. ****APPLICANT FILLS OUT THIS SECTION APPLICANT t-' PHONE LOCATION: Assessor's Map Number PARCEL/Q SUBDIVISION LOT($) _ STREET �' ST. NUMBER_" Z�� OFFICIAL USE ONLY NI IO TOWN S: CONSERVATION ADMINISTRATOR DATE APPROVED .% DATE pREJECTED COMMENTS I i\ � �?i � UI Nn►tP/' VVU , TO PLANNER DATE APPROVED ✓° %'�` DATE REJECTED COMMENTS FOOD IN4,SPECTOR-HEALTH,_2 DATE APPROVED r DATE REJECTED IC INSPECTOR-HEALTH DATE APPROVED z DATE REJECTED COMMENTS r! -ze PUBLIC WORKS -SEWER/WATER CONNECTIONS A/7 5 Y-0 1 DRIVEWAY PERMIT FIRE DEPARTMENT <-f v wa s /) > > (1 10 � r,����� cam ' n�GVj'r� RECEIVED BY BUILDING INSkCTOR DATE ROVINM W Jm i �r / / PROPbSED 39' x 60' OOM y� L V FOUR—BED/3 5 OPES SINGLE/ FAMILY ESIDEN 4; c 1ss, 1 i wFI � 59t S.F / 911OP 6F FN01IN 208 k� k klop y l: k f r ilk`'` 9 / k199 z�s.� I l/ r• `" r��� 4rya ,y©'� ,,.��`�zQ Opk� � / /' cad �,j �• ' 1 ���T / ... f', "`��`��' �S o m/ 'ai�•.�. z.o I w a.4" PROPOSED TWO k.. HIGH CAPACITY , INFILTRATOR TRENCHES, ,�. PROPOSED 8 CHAMBERS EACH p . 150 —GRI ) TRENCH / o `-`-�. ���� ' PR CAST Off, E TIC / A K� —LIMIT OF TOPSOIL & 1 RESER 19 g0,� -Sl BSOIL. -REMOVAL I AREA PRJPO D 6fOUTLET `O3 NC7ARK4 TbP ` �������.K ,��.w. / CPR '�°A T CqN C. 1yo OFV ICEE SETAE k // _ DI ST. OX / NAILED TO TREES 4e w / / ~ , EL. 21.85' -- \ — / T 0 BE\RELO ATED / ELA �VATI X88 0% IOR TO STAJT OF-,, �`. . `��� ��� ' / // U ao ` CONSTRUCTION ' uo D PLUG I N/'� ����/ / ���� �� � �� � � �// � ROCK (-SETT/ ,� / / /`• Q�l'/,I, ` ., / //1 33,400 S. 3}"' r / �� %y // � C��. //.3.0,62 --ACRES IV <p r ( 9 �j� BRII L'NOLE - I� k1��ND 197k3)jo � / 6> o 19e g / / 0