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0059 SHORT BEACH ROAD - Health
S9 ShdA7- 3 E/9c H NW 'EONilEdM HOMH 69ZOL Odn � llll � J A v TOWN OF BARNSTABLE LOCATION ovatom-r 'kc •- %j IS SEWAGE# VILLAGE Zi('{�I,�OL f.C� ASSESSOR'S MAP& PARCEL INSTALLER'S NAME&PHONE NO. C• 3e�-�� f '���� SEPTIC TANK CAPACITY -'0Z�0-fir e"— s i LEACHING FACILITY: (type) AC/sue (size) NO.OF BEDROOMS 3 /e OWNER PERMIT DATE: �` - tb- �1- COMPLIANCE DATE: �J Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility c3•S -CZ) 4C-11 Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) 141,& Feet . Edge of Wetland and Leaching Facility(If any wetlands exist within v 300 feet of leaching facility) -79�— Feet FURNISHED BY 4—w Vj Is-,rh �f9 F�� � s��'' ,___ t — , 3�G Q A.M.Wilson Associates Inc. LETTER OF TRANSMITTAL TO: �Id DATE: ��.crsTrYi3CE a� or- FILE NO: aa�s 3 RE: � �� N UJ :,e are sending you the following items(s): Cbpies Date Description �' i COMMENTS: �s ,Q�q��s�-��� .¢�-T•�cti � ,�,��s �c�.r��s sae cnor� OL 7-17-a r{��c 4�1 z-f ief�s �r�to ce� /�y�rcE�Yc� ��f�•1l� /rlfi ?Z�Y .—o �.4e«l T� /z�m 7- Please do not hesitate to call us with any questions. If enclosures are not as noted,kindly notify us at once. Signed 20 Rascally Rabbit Road Unit 3 508 420-9792 Marstons Mills, MA 02648 FAX 508 420-9795 C h � 4 *1 t ' 1 October 26, 2011 t A.M.Wilson Associates Inc. Brian Dudley --4 C) Bureau of Resource Protection M Cape Cod Office/DEP 3195 Main Street ; Barnstable, MA 02630 Re: Tight Tank Confirmation 59 Short Beach Road, Centerville ' (2.1593.01) Dear Mr. Dudley; ' Attached for your review,please find a copy of our request to confirm the permit granted by ' the Barnstable Board of Health to install a tight tank to replace a single cesspool system at 59 Short Beach Road, Centerville. The filing is made on behalf of our clients, Joanne Crowley and Jay Bergeron, owners of the property and its single family dwelling. The Variance ' confirmation has been used because, to the best of our knowledge, no other form exists even though a tight tank request is not classified as a Variance. Based on Town records, the dwelling has existed at the site since 1940. The lot fronts directly on the Centerville River. It has an average grade of 5' MSL where high groundwater based on monitoring data is±2.25' and MHW is±1.8'. ' This property is located in the Craigville DCPC enacted by the Cape Cod Commission and adopted Barnstable Assembly of Delegates 1/19/11 under County Ordinance #11-01. ' Although these DCPC regulations become part of the Town's Zoning and Health Ordinances, because they are Ordinances of the County Government rather than the Town, there appears to be no provision for zoning relief through an application to the Zoning Board of Appeals as ' is the case with locally adopted zoning. Further, there is no provision in the County Ordinance for appeal to either the Cape Cod Commission or the County Assembly of Delegates. ' This set of regulations imposes a minimum 20' front yard setback for all structures. "Structures" are defined as "Anything constructed or erected on the ground or which is attached to something located on the ground. Structures include `t buildings, sheds, swimming pools and towers, but shall exclude fences of six feet or less in height and flagpoles" ' 1 20 Rascally Rabbit Road Unit 3 508 420-9792 Marstons Mills,MA 02648 FAX 508 420-9795 ' Consequently, a mounded septic system which consists of structures including retaining walls, a distribution box and leaching chambers constructed on/over the existing ground surface cannot be ' located in the front yard setback. This has been confirmed with Arthur Traczyk of the Town Planning Department. ' The Bergeron lot is±60' wide. The long existing building is 30' from the front property line. The plans show the current semicircular drive reconfigured to an "L" shape located within 5' of the west property line and 10' wide. This is the narrowest practical width and location which continues access to the attached one car garage. The space remaining for a mounded system to service the dwelling is 8' x 43' (assuming only 2' of separation to the building and 2'to the driveway. Leaving space for the retainage, the available space for the SAS footprint would be only 5'x 40' an insufficient area for the facility to be ' served even assuming a 25% leaching reduction in accordance with 310 CMR 15.405(1)(c). The space between the south side of the driveway garage access and the north side of the dwelling ' presents similar geometric constraints. This space is 16' x 20'. Because the front door is on the north side of the dwelling, we would need to leave 5' between the retainage and the building and 2'to the driveway. Considering the width of the retainage, the available leaching area would be only 6' x 13'. The dwelling proper is only 13.2' off the west lot line and only 12.9' off the seawall at the Centerville River. ' Because of the small lot size geometr y y of the house relative to the lot lines, high groundwater relative to surface grades and house elevation, and location in the flood plain, neither waterless toilets nor II 1 systems are suitable options. A concern of DEP's expressed in the past relative to the use of tight tanks has been that they might be disconnected, with effluent allowed to run into an adjacent waterway because of the expense involved in pumping. However, the DCPC regulations also impose, through the Board of Health, a requirement for ' septic pumpers to inspect systems at every pumping and provide records of both pumping and inspections to the Town Health Department. This will allow the Agency to track the state of the system and to be alerted to a potential deficiency if pumping records are not received for the interval required in ' the contract with the hauler. For all of these reasons, and the fact that the Craigville area is one of the Town's targets for municipal ' sewering,the tight tank is, in our professional opinion,the only option for this site which provides the same degree of environmental protection as would a system which was fully compliant with State and Town Regulations and which would not impose the manifest injustice of rendering the garage ' nonfunctional at the least and, in light of the inability to obtain a Variance for a mounded system within the front yard set back,the condemnation of the house at the worst. The tank solution would continue to be utilized until such time as municipal sewer service is made available. ' We would also point out that since the layout for Short Beach Road has a width of only 15', it is not possible for the Bergerons to park in the roadway. t2 o s ' The site lies within a FEMA mapped A Zone with a projected 100 year flood elevation of I F NGVD. It is not in a mapped Velocity Zone. ' The system will not facilitate increased flows to the system. The Board of Health has required a deed restriction limiting the site to 3 bedrooms be recorded prior to issuance of a construction permit. As ' shown on the attached floor plans, the house currently has 4 bedrooms. Attached to facilitate your review, please find • Copy of Fee Transmittal form and check • Application form BRP WP 59b ' • Copy of submission to Board of Health including: locus map, deed, Land Court plan,negative Determination of Applicability, floor plans, Evaluation Report and groundwater data • Barnstable Board of Health approval letter Please don't hesitate to contact our office should you have any questions or require any additional information. Yours, ' A. M. WILSON ASSOCIATES, INC. f Arlene M. Wi son, PWS Principal Environmental Planner Attachments cc: Jay Bergeron ' Attorney James Quirk Arthur Traczyk, Barnstable Planning Department Barnstable Board of Health r 3 'r 9 I tEnter your transmittal number ® X240478b Transmittal Number ' Your unique Transmittal Number can be accessed online: http://mass.g.ov/dep/service/online/trasmfrm.shtmi Massachusetts Department of Environmental Protection Transmittal Form for Permit Application and Payment ' 1. Please type or A. Permit Information print.A separate Transmittal Form BRP WP 59b Mass DEP Approval of Variance Granted by must be completed 1.Permit Code:7 or 8 character code from permit instructions Board of Health for each permit application. 2.Name of Permit Category Authorization of TIGHT TANK for existing dwelling ' 2. Make your 3.Type of Project or Activity check payable to the Commonwealth B. Applicant Information - Firm or Individual of Massachusetts and mail it with a copy of this form to: 1.Name of Firm-Or,if party needing this approval is an individual enter name below: DEP,P.O.Box Crowley Joanne L. 4062,Boston, MA y 02211. Bergeron Jay 4.MI ' 2.Last Name of Individual 3.First Name of Individual 3. Three copies of 337 Great Plains Avenue this form will be needed. 5.Street Address Needham MA 02492 Copy 1 -the 6.City/Town 7.State 8.Zip Code 9.Telephone# 10.Ext.# original must accompany your permit application. 11.Contact Person 12.e-mail address(optional) Copy 2 must accompany your C. Facility, Site or Individual Requiring Approval fee payment. Copy 3 should be retained for your 1. Name of Facility,Site Or Individual records 59 Short Beach Road 2.Street Address 4. Both fee-paying Centerville MA 02632 and exempt 3.City/Town 4.State 5.Zip Code 6.Telephone# 7.Ext.# applicants must mail a copy of this transmittal form to: 8.DEP Facility Number(if Known) 9.Federal I.D.Number(if Known) 10.BWSC Tracking#(if Known) MasBo P D. Application Prepared b if different from Section B * P.O.P.o.Box aos2 pP P Y �� ) Boston,MA A. M.Wilson Associates, Inc. 02211 1.Name of Firm Or Individual 20 Rascally Rabbit Road, Unit 3 *Note: 2.Address For BWSC Permits, Marstons Mills MA 02648 508-420-9792 enter the LSP. 3.City/Town 4.State 5.Zip Code 6.Telephone# 7.Ext.# ' Arlene M. Wilson 8.Contact Person 9.LSP Number(BWSC Permits only) E. Permit - Project Coordination 1. Is this project subject to MEPA review? ❑yes ® no If yes,enter the project's EOEA file number-assigned when an Environmental Notification Form is submitted to the MEPA unit: EOEA File Number F. Amount Due DEP Use Only Special Provisions: 1. ❑ Fee Exempt(city,town or municipal housing authority)(state agency if fee is$100 or less). Permit No: There are no fee exemptions for BWSC permits,regardless of applicant status. 2. ❑ Hardship Request-payment extensions according to 310 CMR 4.04(3)(c). Rec'd Date: 3. ❑Alternative Schedule Project(according to 310 CMR 4.05 and 4.10). 4. ❑ Homeowner(according to 310 CMR 4.02). ' Reviewer. 20773 $285°0 10/19/11 Check Number Dollar,Amou.nt Date ona., r40rO5eD D04Mn 20'4 � _ I I /� 4 waLry m�Mq Fy ry ry ry I I r z.7,rGw I - -------- r_ DINI eo AREA �� I 4J� �.vJl li /a I I I C WOOD DECK ` u opp 1 BmR00Ma �Ic� BEDROOM#3 {A I J_L•_ A 7 i. /' II G LOANG RQOOM i01 :22- U ep O o e 'KITCHEN -:I ; /-./ C U 1 I I I I BA -J ' ; ---- • s O 1 \ •r nwr I rROroseD Down z]•-v � W I _ � —�------------ W J W F ° m W a Z I I £a 0 > I I •e•w< A14ElER W ______ ______J _� _-BEDROOM-_ _ 0 �w rg N I I I y All 9 0 W 0 I I i 4 � BA1N'ql ^ � Dil a m = ¢ I I � I I • n�� 11 PROP,MOEO LMNO SPACE m08.F. 4J F W IL ------- L J C N_ _ O ter" SECOND FLOOR PLAN II FIRST FLOOR PLAN q 1M'•r-0' LIVING AREA....484 S.F. p.10' ..I 1/4'•1'-0' IMND AREA..,114E S.F. O' rsNp]O N� PIIOPOBEO FlREI0.DOP ADORION gRSTFLOOR......B46 S.i. SECONDF OR....481 bF. MR 471IIImte 141p BF. AE ADO NDIFD ]B]SF.ALIOWABIE oRAWP(i f. A2 - 5 ' B16E P4NA ME W CONPWNCEIMM MN16YJtlMETT6 srATE OVMWOCODEDONM EDITONI Im NPM M1MD ZOIE EQUAL 6 I-OUAI. iRn,�soM w,io. a,a i SMARTVGR ms / / —� co �a"gp 11A ! 1 II �10 r p R - 'V II o $ $ m II tix\ i � ILv-_ . _-y -- a® h 7 z �� I �. Fit �r I L'V-1 9 I p 5 -- TM150M DoR ADOVE I I 11 m N I I/ `\ I I p q o -1 p m I 1 Air � I I 1 D —J 2 � a N cf) O y b n 4 < a .- -� � k Z c r_ 6 O a po i � � o "U �i m 1 0 :1 O Z 3o ev,sGng . b S Z� O O m n y PROJECT: FOR: REVISIONS: m o northside building N CitOl41ILEY / DE�tGEfftON RESIDENCE consultants, inc. o,.os.2o,s � o o #59 SHORT BEACH ROAD"CENTERVILLE"MA 0 141 Main Street a TITLE: 02.22.20,E ..B 4QP&,We+600R PLANS 08-36 -9802,Massachusetts 508-362-9802 �^4r e'-e• z-10• w'-m" TALL FENCE b DINING/SUN ROOM i m tl o PATIO AREA ti � eee� LIVING ROOM b KITCHEN iio 00 up 4-e• PORO� •i DEN` BATH �Q auT000n SwowEa ... b ILI r/CONCRETE PM FIRST FL-0-OR.- _PLAN. BED RM ®1 scat ._,•-°. REVISED513112" 1!of-2 r-e- REVISE0;518112 b GARAGE b 20'-0" 22._0. ICI r[B3 CAVE 1V9 BATH g2 0LOFTON BED RM �`'2 1 CLOSET SECOND FLOOR PLAN SCALE: v<•m 1•_0- REVISfiD?5l3f 2 2 Of 2 REVFSEC)'S18f12 i EXCERPT FROM THE BOARD OF HEALTH MEETING MINUTES 10/11/2011: I. Variances — Septic (New): A. Arlene Wilson, A.M. Wilson Associates representing Jay Bergeron and JoAnne Crowley, owners —59 Short Beach Road, Centerville, Map/Parcel 206-034, 6,534 square feet lot, two setback variances. Arlene Wilson presented her plan for a tight tank to replace the current single cesspool. The property abuts the Centerville River at one point. It is a four bedroom built in 1940. The high ground water over a one month period is approx. 2.25 feet and the ground surface elevation is five feet. This means it is not possible to meet the Town's requirement of four feet of dry, permeable.material above ground water. Arlene explained there is an added problem as the property is located in the DCPC area which requires that all structures built on grade must comply with a 20 feet front yard setback and a 15 feet side yard setback. A structure under this ruling would include any retaining walls so a mounted system is not an alternative. No variances are permitted. A tight tank is proposed because it is underground and does not have to conform to the front and side yard setbacks. The tight tank would be 78 feet from mean high water which exists on a small sea wall. Mr. McKean said he and the staff reviewed old plans on file to see if a Title V system could be installed. It appears the ground water level has risen since the previous plans and is now only about 2 feet above grade so a comparison with the old plans is not possible. The staff also had a question on the bedroom count. A previous plan approved in 2002 was for 3 bedrooms, not 4, and the floor plans submitted appear that the second room identified as a bedroom on the first floor is too small. Dr. Miller stated that this property is restricted to a 3 bedroom as it is in the Estuary and the DCPC area and can not approve an increase in flow. In the past, Brian Dudley, DEP, had turned down a tight tank on Short Beach; however, that was prior to the DCPC and now a mounted system is not allowed in the DCPC area. The Board supports the tight tank plan and acknowledged that it must go to DEP for approval. Mr. Pinho, the father of James Pinho at 65 Short Beach spoke to the committee. r r .. They are in support of the system as it will be an improvement over the cesspool which is probably sitting in ground water. The issue he brought up was that he does not believe the plan is accurate in depicting the cesspool as being on the 59 Short Beach lot. He believes it is six feet over onto his son's lot at 65 Short Beach and they request that when the cesspool is removed that it is completely removed and filled in with clean fill and the lawn repaired similar to the plush lawn which exists now. He also asks that no heavy equipment will be parked or use his son's paved driveway to the left of his house so as not to damage it. Otherwise, they are in support of the plans. Arlene Wilson said she did not survey the property. Mr. McKean stated that the three plans in the file from three different engineers all show the cesspool on 59 Short Beach. Ms. Wilson said she'll be happy to investigate and if, indeed, it is on the Pinho's property, the cesspool will be removed to the proper satisfaction. Upon a motion duly made by Dr. Canniff, seconded by Mr. Sawayanagi, the Board voted to have the plan for a tight tank approved by the DEP with the following conditions: 1) a three-bedroom deed restriction is recorded at the Barnstable i Registry of Deeds, 2) a proper copy of the deed restriction is submitted to the Public Health Division and 3) the engineer must share the DEP restrictions placed on the system with the homeowner as the restrictions are mailed to the engineers and not the owners. Prior to obtaining a permit, a signed Operating and Maintenance Contract must be submitted to the Public Health Division. (Unanimously, voted in favor.) An additional note: Arlene Wilson said the owners have been trying to obtain a pier permit for five years. The window to obtain a pier permit is very small and normally, the Health Division can not sign off unless the septic is fine. Arlene asked the Board if it would be possible to have the inspectors sign off on the pier permit now that the Board has reviewed the plans. She said the standard time frame for the State DEP approve for the tight tank would be a minimum of 60 days which would be too long. The Board declined the request. The septic permit must be pulled before the sign-off. tr+e r� Town of Barnstable aa,rnstaU Board of Health �'��C". =. I,I (BARNSTABLE.,1.;Ij � h` F� 6a ._,:... KAss. a % 200 Main Street,Hyannis MA 02601 - w2 i6 99 ,gym 2007 RFD MAt a, Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi October 24, 2011 Arlene M. Wilson, PWS A.M. Wilson Associates, Inc. 20 Rascally Rabbit Road, Unit# 3 Marstons Mills, MA 02648 Re: 59 Short Beach Road, Centerville Map/Parcel 206-034 Dear Arlene Wilson, You are granted permission, on behalf of your clients; Jay Bergeron and JoAnne Crowley, to install a holding tank at 59 Short Beach Road, Centerville, MA. The permission is granted with the following conditions: 1. The existing septic system shall be abandoned properly. A disposal works construction permit must be obtained prior to disconnection and filling and/or of the existing system. 2. A three (3) bedroom deed restriction must be properly recorded at the - Barnstable County Registry of Deed and a proper copy must be submitted to the Town of Barnstable Public Health Division. 3. The applicant must receive the approval of DEP prior to the installation --- of a holding tank at the property. -� 4. The owner must follow the DEP restrictions and requirements regarding tight tanks. j fly,, ille , .D. an Q:\WPFILES\59 Short Beach Rd Cent BOH Oct201 LDOC They are in support of the system as it will be an improvement over the cesspool which is probably sitting in ground water. The issue he brought up was that he does not believe the plan is accurate in depicting the cesspool as being on the 59 Short Beach lot. He believes it is six feet over onto his son's lot at 65 Short Beach and they request that when the cesspool is removed that it is completely removed and filled in with clean fill and the lawn repaired similar to the plush lawn which exists now. He also asks that no heavy equipment will be parked or use his son's paved driveway to the left of his house so as not to damage it. Otherwise, they are in support of the plans. Arlene Wilson said she did not survey the property. Mr. McKean stated that the three plans in the file from three different engineers all show the cesspool on 59 Short Beach. Ms. Wilson said she'll be happy to investigate and if, indeed, it is on the Pinho's property, the cesspool will be removed to the proper satisfaction. Upon a motion duly made by Dr. Canniff, seconded by Mr. Sawayanagi, the Board voted to have the plan for a tight tank approved by the DEP with the following conditions: 1) a three-bedroom deed restriction is recorded at the Barnstable Registry of Deeds, 2) a proper copy of the deed restriction is submitted to the Public Health Division and 3) the engineer must share the DEP restrictions placed on the system with the homeowner as the restrictions are mailed to the engineers and not the owners. Prior to obtaining a permit, a signed Operating and Maintenance Contract must be submitted to the Public Health Division. (Unanimously, voted in favor.) An additional note: Arlene Wilson said the owners have been trying to obtain a pier permit for five years. The window to obtain a pier permit is very small and normally, the Health Division can not sign off unless the septic.is fine. Arlene asked the Board if it would be possible to have the inspectors sign off oni the pier permit now that the Board has reviewed the plans. She said the standard time frame for the State DEP approve for the tight tank would be a minimum of 60 days which would be too long. The Board declined the request. The septic permit must be pulled before the sign-off. f � IHE Tp� DATE: [ v FEE: , + BARNsrABLE, " � MASS. REC. BY rim own ®f Barnstable Co s' SCHED. DATE: Board ®f Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne A.Miller,M.D. FAX: 508-790-6304 'Paul J.Canniff,D.M.D. VALIANCE REQUEST FORM ' LOCATION Property Address: 59 Shortberch Road, Centerville/Ctf #123134, L Ct P 9288J Lot Q2 Assessor's Map and Parcel Number: 206/34 Size of Lot: ± 0.15 AC ( i 6,534 sf) Wetlands Within 300 Ft. Yes X Business Name: N/A No Subdivision Name: N/A APPLICANT'S NAME: Jay. Bergeron . Phone Did the owner of the property authorize you to represent him or her? Yes x _ No PROPERTY OWNER'S NAME CONTACT PERSON Jay Bergeron Name: JoAnne Crowley Name: Arlene M. Wilson, PWS ' A. M.. Wilson Associates, Inc. Address:337 Great Plains Avenue Address: 20 Rascally Rabbit•Road,; Unit 3 , Marstons Mills, MA 02648 Needham, MA 02492 Phone: Phone: 508-420-9792 VARIANCE FROM REGULATION(List Re . REASON FOR VARIANCE CL� g� (May attach if more space'needed) SEE ATTACHED SEE ATTACHED ] P NATURE OF WORK: House Addition 00000 House Renovation 12 Repair of Failed Septic System E3 ��, Checklist (to be completed by office staff-person receiving variance request application) y ' ' Please submit copies in 4 separate completed sets. _ Four(4)copies of the completed variance request form _ Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) ' Signed letter stating that the property owner authorized you to represent him/her for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) _ Full menu submitted.(for grease trap variance requests only) .' Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/leasee only], outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) -1 Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Wayne Miller,Chairman NOT APPROVED Paul J.Canniff,D.M.D. REASON FOR DISAPPROVAL 7' Q:\Application Forms\VARIREQ.DOC t t A ' REMITTANCE ADVICE A M WILSON ASSOCIATES, INC 53 7054 2113 20 RASCALLY RABBIT RD. t5 r 5, � + MARSTONS MILLS,MA 02648 v 2 0 7 2 7 Lam', L '!� O OHECK !Rs 1 AMOUNT 8 DOLLARS , e :.DATA ;; THE ORDER OF DESCRIPTION„, CHECK NQ,, Bank ' Amen a s Most Convenient Bank® II°0 20 7 2 ?Ill I o 2 LL 3 7 0 5t, 5 Q� 30 b 401 4 0 Lill 1 f i ' REQUIRED VARIANCES ' Local Variances 360=1 • Tight tank±78' to salt marsh (Variance of 22') • Building Sewer±38' to Salt Marsh (Variance of 62') tAny other Variances the Board deems necessary under either local or State regulations. I 1 ' Project Description Bergeron Tight Tank ' The Bergeron/Crowley property is a lot of±0.15 acre developed with a 4 bedroom single family home with attached garage in approximately 1940. It is serviced by COMM public water supply and a single cesspool The entire site has an average elevation of 5.0' MLS where the 100 year flood elevation is I F MSL. Thus in a 100 year event the property would be expected to be 6' under water. More importantly,the town's Flood Study shows flood waters to match or slightly exceed the site elevation in as little as a 10 year flood. ' The site is mapped as within an area where groundwater contributes to a saltwater estuary. It is also within the Craigville DCPC District. Preservation and improvement of surface water ' quality is of prime concern for both of these districts. The owner/applicants wanted to be sensitive to the area's water quality issues in the ' replacement of their septic system. Composting toilets are not an option here because there is currently no basement and basements are not allowable because of the site's location in a Flood Zone. The lot is so small, that a mounded system would not only take up the entire t front yard, but could also be deemed an impediment to floodwater likely to cause or increase damage to abutting properties in the event of severe flooding. As such, it would likely be prohibited under the Craigville DCPC regulations. Consequently, a tight tank, utilized until ' such time as the area is provided with municipal sewer service, seemed a reasonable option. 310 CMR 15.260 allows tight tanks to replace a failed on-site septic system when there is no ' other feasible alternative. The Town defines a single cesspool as failed. In this instance it is our professional opinion that due to the small lot size, number of bedrooms to be serviced, location in the flood plane, closeness of abutting development, high groundwater and other tregulatory issues, a tight tank in anticipation of municipal sewering is the only feasible alternative which provides the necessary degree of environmental protection. ' The tight tank and its connection to the long existing dwelling require Variances from Section 360-1 of the local regulations which require 100' setback from wetlands and water bodies. There is nowhere on the lot where these facilities could be sited which would meet the setback requirement. ' The existing cesspool which is to be decommissioned is only 3 F from the salt marsh and the building sewer predates the regulation and cannot be relocated so as to conform. Consequently, to deny the setback Variance would, we believe, be manifestly unjust. A concern of DEP's which has come up on other tight tank requests is the potential for illegal discontinuance. However, in this case the Craigville DCPC regulations have established a requirement that septic pumpers provide both pumping and inspection reports to the Town every time service is provided to a facility within the District. Thus, monitoring will be provided and lack of pumping will be obvious in a relatively short period of time. I , I ' I A. M. Wilson Associates ' From: jay b Ub337@verizon.net] Sent: Wednesday, May 25, 2011 8:39 PM To: A. M. Wilson Associates�----�--- Subject: Re: 59 Short Beac adr House Renov ns Hi Arlene, Sorry for the confusion. Joanne and I have decided that we would like to go forward with the holding tank system for a 4 bedroom house. Please let me know what the approval steps and time frame will be. Thanks ' Jay 1 6.0 Authorization We are able to schedule work outlined above upon receipt of a signed copy of this proposal and a retainer in the amount of$500. The retainer will be utilized as retainers for subcontracted services; any remainder will be applied to the final invoice for the project. ' We look forward to bein of assistanc e ce to you with this project. If you have any questions, please do not hesitate to call our office. Yours A. M. WILSON ASSOCIATES, INC. Arlene M. Wils n, PWS Principal Environmental Planner ' AUTHORIZED AND APPROVED (Our File No. 2.1593.01) ��11 on (, ient ignature) (Client name-please print) (Title) (Billing address) (Date) (Client email) (Bank Reference) (Client telephone) (Telephone) (Client fax number) 5 1 '. List of Exhibits Bergeron Tight Tank A—Locus Map B—Deed ' C—Land Court Plan D - Current Assessor's Card E— Soil Evaluator's Report F—Groundwater Observations G—Project Plan H—Floor Plans ' I—USDA Soils Map J—FEMA Flood Map K—Wetlands Determination t L—Assessors Map M—Abutters List N—Abutters Notice 0—Checklist From: USGS A.M. WILSON ASSOCIATES, INC. Topographic 20 Rascally Rabbit Road Unit 3 Quadrangle, Marstons Mills, MA 02648 Hyannis, Mass 508-420-9792 Fax 508-4.20-9795 EXH. q _ _�--�..... -_ -•.__//�.+-+rrr;.�1' _ •�',;. _•_• � Lx�:� ..i33..,.,�rri-__ ,. ylr.q. ..`/^-. ^itN,.;r.:r•n.,.•..,..y..F„ s_.. - ry e...•:.1^vmm+o \_ -� - !JF-r•i:l, 11` G 4(a '!•i_ be ya it•l�'Eu` -� ,•, - L Gran` r L_' -c', p � � ��3/ •�/+ •b'•• � •t•� ••!�° S IJ �R� -<���r�. -.:�• ,0.1. •j�F �i .r zR 1 .•/ ir• `/a . .{R\S R c •? 1,-� 1 11 \ L '1/f ri....- r'•: :'_i J .��• J •O�.� '•1 a tiS i4 r_'a' _i--•>'l/•.c4/ !�\ `� F'-. !✓ Q r •• VC% \ �i h rG+ -�,� nn'..J; \1 /l J\, ,> ,��%'.+.• ��. • i.�! / iy-i? 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No. 123134 ' TRANSFER CERTIFICATE OF TITLE From Transfer Certificate No. 103252 Originally Registered September 6, 1985, in Registration Book 843 Page 52 for the Registry District of Barnstable County. THIS IS TO CERTIFYY that Jay Bergeron and Joanne L. Crowley, husband and wife, of 623 Greendale Avenue, Needham, Massachusetts 02192, are the owner(s) in fee simple as tenants by the entirety of that land situated in Barnstable ' in the County of Barnstable and Counuonwealth of Massachusetts, bounded and described as follows: Southerly by a Cove; Westerly about one hundred thirteen (113) feet, and Northerly sixty (60) feet by Lot Q-1; and Easterly by a portion of Lot D-2 (Plan 9288-H), about one hundred ten (110) feet. ' All of said boundaries, except the water lines, are determined by the Court to be located as shown on subdivision plan 9288-J dated June 26, 1945, drawn by C. B. Humphrey, Engineer for Court, and filed in the Land Registration Office at Boston, a copy of which is filed in Barnstable County Registry of Deeds in ' Land Registration Book 44 Page 89 with Certificate of Title No. 7429 and said land is shown thereon as LOT g_2. Said land is subject to the rights, restrictions, leases, option and reservation at forth in Certificate No. 7429, so far as the same are in force and applicable. There is appurtenant to said land a right of way over the 15 foot Way, 12 foot Way and over the determined and undetermined Ways to the County Road. ' There is appurtenant to said land the right to connect on to and to use the public utilities (water pipes, electric light poles and wires and tele- phone wires) owned by William J. Maher, and said Maher reserves the right to main- tain and repair the said water pipes and electric and telephone lines and poles where the same are presently located, said Maher retaining the ownership in said pipes, poles, wires and all equipment of every name and nature connected with the uae of said utilities, And it is further certified that said land is under the operation and provi- sions of Chapter 185 of the General Laws, and that the title of said Jay Bergeron and Joanne L. Crowley to said land is registered under said Chapter, subject, however, to any of the encum- brances mentioned in Section forty-six of said Chapter, which may be subsisting, and to any and all public rights legally existing in and over the same below mean high water line in the Cove. ' WITNESS, JOHN E. FENTON, JR., Chief Justice of the Land Court, at Barnstable, in said County of Barnstable, the. twenty-third day of April in the year nineteen hundred ' and ninety-one, at 3 o'clock and 38 minutes. Attest, with the Seal of said Court, � A ' JOHN F. MEADE, Assistant Recorder, Land Court Case No. 9288 I - Subdivision of Lots A-B•-C Shown on Plan 92geB9288J EXH. C. MIWAM Lot DI on plan 9298R and land on plan 16977 Filed With Qert.of Title No.816,5072,and 4907 respectively. Registry Dis.triot of Barnstable County . 7u, LAND IN BARNSTABLE goals 50 feet to an inch ' June 26,1:945 fn C.B.Humphrey, gineer for Court. i I 'lJ/o .. L.C.Plan .o b No.92880 filed wiihi q ` d CCrt. 3568 .4z '/ 49 fo, —o `� O� p Az. /8'49' SO"—•�- 4 1 : n� 4� a 203 t r rya � L.C. Plan 928811 ' o 417ed with Cerf. 6072 s , "O i •� $ 2 LOCUS Qa N . //3 f /rg ipi•�le c•�'° 1. j1 � e Ft Cq Go 1 IIP� 4vomle• corrItcaf'a of fibs may be Issued COMPiArd/n by from P/on8 fo►' ��.5 N 6 ®S s/�oe►n ber�van � + �-'� -- Besse & /te/Io99,C.Es y Dated Aug./9d4nd 4�y/0/945 i)cd in f '1 Recorder LAND Rf6/STRATION OFFICr L(.Ll L1J lUVlV L 1JJ�+JJlll� VVul Vll 1\i.Ju1LJ \ a ...bv va EXH. D Home:Departments:Assessors Division:Property Assessment Search Results New Search New_Interactive Maps» Owner: 2010 Assessed Values: BERGERON,JAY& CROWLEY,JOANNE L 59 SHORT BEACH ROAD 2010 Appraised Value 2010 Assessed Value Past Comparisons ' Map/Parcel/Parcel Extension Building Value: $132,400 $132,400 Year Total Assessed Value 206 /034/ Extra Features: $3,100 $3,100 2009-$962,800 Outbuildings: $0 $0 2008-$1,004,900 Mailing Address Land Value: $768,300 $768,300 2007-$727,500 BERGERON,JAY& 2006-$636,000 CROWLEY,JOANNE L 2010 Totals $903,800 $903,800 337 GREAT PLAIN AVE ' NEEDHAM,MA.02192 2010 REAL ESTATE Tax Information: Tax Rates: (per$1,000 of valuation) Community Preservation Act Tax $210.68 Fire District Rates Town Residential ' Barnstable FD-All Classes $2.43 $7.77 C.O.M.M.-All Classes $1.26 Town Commercial C.O.M.M.FD Tax(Residential) $1,138.79 Cotuit FD-All Classes $1.56 $6.87 Hyannis-Residential $1.82 Town Tax(Residential) $7,022.53 Hyannis-Commercial $2.88 W Barnstable-All Classes $2.28 ' Community Preservation Act 3%of Town Tax ' Total: $8,372 Construction Details ' Building Property Sketch & ASBUILT Cards Building value $132,400 Interior Floors Pine/Soft Wood Property Sketch Legend Style Cape Cod Interior Walls Wall Brd/Wood Model Residential Heat Fuel None ' Grade Average Plus Heat Type None Stories 1 Story F A AC Type None ' Exterior Walls Wood Shingle Bedrooms 2 Bedrooms Roof Structure Bowstring Trus Bathrooms 2 Full ' Roof Cover Wood Shingle living area 1253 Replacement Cost $155746 Year Built 1940 http://www.town.bamstable.ma.us/assessing/2010/displayparcel l 0map.asp?mappar=206034 5/20/2010 L uallJ lu V1V c auJv.rvaaib ..sva.0..ai iwJwaw - -a- - ---- ' Depreciation 15 Total Rooms 7 Rooms Land CODE 1010 4 Lot Size(Acres) 0.15 Appraised Value $768,300 V Assessed Value $768,300 AsBuilt Card N/A ";'l View_Interactive.._Maps._»_ ' Sales History: Owner: Sale Date Book/Page: Sale Price: BERGERON,JAY& Apr 15 1991 12:OOAM C123134 $200,000 MCGRATH,WILLIAM J Sep 15,1985 12:OOAM C103252 $10 MCGRATH,WINIFRED C C20110 $0 Extra Building Features Code Description Units/SQ ft Appraised Value Assessed Value FPL1 Fireplace 1 $3,100 $3,100 ' Property Sketch Legend BAS First Floor,Living Area FST Utility Area(Finished Interior) UAT Attic Area(Unfinished) ' BMT Basement Area(Unfinished) FTS Third Story Living Area(Finished) UHS Half Story(Unfinished) CAN Canopy FUS Second Story Living Area(Finished) UST Utility Area(Unfinished) FAT Attic Area(Finished) GAR Garage UTQ Three Quarters Story(Unfinished) FCP Carport GRN Greenhouse UUA Unfinished Utility Attic FEP Enclosed Porch PTO Patio UUS Full Upper 2nd Story(Unfinished) FHS Half Story(Finished) SFB Semi Finished Living Area WDK Wood Deck FOP Open or Screened in Porch TQS Three Quarters Story(Finished) http://www.town.bamstable.ma.us/assessing/2010/displayparcel l 0map.asp?mappar=206034 5/20/2010 EXH. t Town of Barnstable P 0 2 8b 6 Departinent of Regulatory Services I ? 1 Public Health Division Date 6} - to — k MASI 59. 200 Main Street,Hyannis MA 02601 Date Scheduled Time �l�'1 Fee Pd. Soil Suitability Assessment for Sewage isp®sal i I Performed-By: o C� Witnessed By: lV. J n ' LOCATION&GENERAL INFORMATION i Location Address Owner's Name Address Aases�Co OWL- -'I �V Map/ 1 26 GI _ Engineer's Name�DQ4��...{ • I NEVJ��(5! REPA a* Telephone# Cantl lfsCr 2 Slopes(%) `3 Surface Stones S,LL.I.o td Distances from F Of�t. y1 $oi .$ r ft Possible WetJuea i�t r / ' xa� 8 ft DrinkingWabll, ft Drainage Way Property LUne Y f n. ft Other '~ SKETCH:(Street name,dimensions of lot,exact:locadons of test holes perc;tests Jo�ft wetlands to proxinpty to holes) a I }) ut ' 9(PTtS.t i Q — -' CD 03 03 i i "f i bAul._ C.O✓r ' IVrn Parent material(geologic) _Q bh 1C�3 Depth to Bedrock �5 0 Depth to Oroundwater. Standing Water in Hole: 4Zt I Weeping tYom Pit Face �ry Estimated Seasonal High 0roundwater-10 t3ro-rt=i e�l�ti� cdb t .t 1a nwr. t'ai1�l.. Ot4 DETERMATION FOR SEASONAL HIGH WATER TABLE Method Used: VA 51 ' Depth Observed standing in obs.hoTer In. Depth to still mottles: In. Depth to waging from side of ohs;hole: In, Oroundwater Adjust nont_,,,,_,_,�e,,,,,�ft. ! Index Well# Reading Date: Index Well level Adj,factor—Adj.Groundwater L.evai— 1 i PERCOLATION TEST bate-�ti� Time AL!LIE:" ' Observation 1 Hole# Z Time at 9" jDepth of Perc zq 1 Time at 6" i .. ' i Start Pre-soak Time® \1;000 Time(9" ') End Pre-soak \l:l S �4 �•u �CiLI� Rate MinAnch <7 i I Site Suitability Assessment te.Passed Sitc Falled: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed on Back **If percolation test is to be conducted within 100'of wetland,you must first notify the. Barnstable Conservation Division at least one(1)week prior to beginning. I Q:\SEPnCIPERCPORM.DOC I 7 IDEEP.OBSERVATION HOLE LOG Hole# 1, Depth from Soil Horizon Soil Texture Sdil Color Soil ther Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones;Boulders. Qn i I ; •�"'��j 51.., tiZ 3 13—Z �3 LS i'o as' 6 .11 is (, i DEEP OBSERVATION HOLE LOG Hole# I i Depth from Soil Horizon Soil Texture Soil Color Soil 40 )�re.,Stcnes, Surface(io). (USDA) (Mansell) Mottling (Struc Boulders. n9 j I Ls t — -LO —Y►tJG SAtI Z���( �� 1• • i j ' DEEP OBSERVATION BOLE LOG Bole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure;Stones,Boulders. Consistency. Ora 7 i i � i IDEEP OBSERVATION HOLE LOG hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Swcture'Stones:Boulders. I o i i i i I Flood Insurance Rate Man: Above 500 year flood boundary No,:Z .Yes.—,.,,,, ' 'within 500 year boundary No_ Yes � / I : Within 100 year Flood boundary Now Yes_:�C._ Depth of Naturally Occurring Pervious Material Does at least four feat of naturally occurring pervio s material exist in all areas observed throughout the I I area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? I I ' Certification s I certify that on 3'q� (date)I have passed the soil evaluator examination approved by the i I Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise d experience described in�10 CUR 15.017. Signature Date c i t `r II ' QA EPTIWERCPORM.DOC is i I ; LL ................................................................. ............. ......... .............................................................................................................. ................................ .................................................................. ............. ............ ........................ .... . .............................................?............. x ............................................................................... .......................... 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General Information Important: When filling out From: ' forms on the Barnstable computer, use Conservation Commission only the tab ' key to move To: Applicant Property Owner(if different from applicant): your cursor- do not use the Jay Bergeron &Joanne Crowley return key. Name Name ' 337 Great Plains Avenue Mailing Address Mailing Address Needham MA 02492 City/Town State Zip Code City/Town State Zip Code �nfln 1. Title and Date (or Revised Date if applicable)of Final Plans and Other Documents: Tight Tank Plan, by Robert A. Drake, P.E. 05/10/10 ' Title Date Title Date ' Title Date 2. Date Request Filed: ' May 26, 2010 ' B. Determination Pursuant to the authority of M.G.L. c. 131, §40 and § 237-1 to §237-14 Town of Barnstable Code, the Conservation Commission considered your Request for Determination of Applicability, with its supporting documentation, and made the following Determination. Project Description (if applicable): Replace existing cesspool with tight tank Project Location: 59 Short Beach Road Centerville Street Address Village 206 034 Assessors Map Number Assessors Parcel Number wpafonn2.doc•Determination of Applicability•rev.10/6/04 Page 1 of 5 ' Barnstable wpaform2 rev.6/15/2010 r Massachusetts Department of Environmental Protection ca RE r4 Bureau of Resource Protection - WetlandsL WPA Form 2 — Determination of Applicability i 3 M9TAXU, if ' Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 'ter. t639�`A and § 237-1 to § 237-14 Town of Barnstable Code DA- 10031 annY ' B. Determination (cont.) The following Determination(s) is/are applicable to the proposed site and/or project relative to the Wetlands ' Protection Act and regulations: Positive Determination Note: No work within the jurisdiction of the Wetlands Protection Act may proceed until a final Order of ' Conditions (issued following submittal of a Notice of Intent or Abbreviated Notice of Intent)or Order of Resource Area Delineation (issued following submittal of Simplified Review ANRAD) has been received from the issuing authority(i.e., Conservation Commission or the Department of Environmental Protection). ❑ 1. The area described on the referenced plan(s)is an area subject to protection under the Act. Removing,filling, dredging, or altering of the area requires the filing of a Notice of Intent. ❑ 2a. The boundary delineations of the following resource areas described on the referenced plan(s)are ' confirmed as accurate. Therefore,the resource area boundaries confirmed in this Determination are binding as to all decisions rendered pursuant to the Wetlands Protection Act and its regulations regarding such boundaries for as long as this Determination is valid. ❑ 2b. The boundaries of resource areas listed below are not confirmed by this Determination, regardless of whether such boundaries are contained on the plans attached to this Determination or ' to the Request for Determination. ' ❑ 3. The work described on referenced plan(s)and document(s) is within an area subject to protection under the Act and will remove,fill, dredge, or alter that area. Therefore, said work requires the filing of a Notice of Intent. ' ❑ 4. The work described on referenced plan(s)and document(s) is within the Buffer Zone and will alter an Area subject to protection under the Act. Therefore, said work requires the filing of a ' Notice of Intent or ANRAD Simplified Review(if work is limited to the Buffer Zone). ❑ 5. The area and/or work described on referenced plan(s) and document(s) is subject to review and approval by: ' Barnstable Name of Municipality Pursuant to the following municipal wetland ordinance or bylaw: ' § 237-1 to§ 237-14 Town of Barnstable Code Chapter 237 Name Ordinance or Bylaw Citation wpaform2.doc•Determination of Applicability•rev.1016/04 Page 2 of 5 ' Barnstable wpaform2 rev.6/15/2010 ' Massachusetts Department of Environmental Protection THE Bureau of Resource Protection - Wetlands WPA Form 2 — Determination of Applicability a aL"9TMmg, ' Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 °°0„ 06 -AS. � and § 237-1 to § 237-14 Town of Barnstable Code DA- 10031 ' B. Determination (cont.) ❑ 6. The following area and/or work, if any, is subject to a municipal ordinance or bylaw but not subject to the Massachusetts Wetlands Protection Act: ' ❑ 7. If a Notice of Intent is filed for the work in the Riverfront Area described on referenced plan(s) and document(s), which includes all or part of the work described in the Request, the applicant must consider the following alternatives. (Refer to the wetland regulations at 10.58(4)c. for more information about the scope of alternatives requirements): ❑ Alternatives limited to the lot on which the project is located. ❑ Alternatives limited to the lot on which the project is located, the subdivided lots, and any adjacent lots formerly or presently owned by the same owner. ' ❑ Alternatives limited to the original parcel on which the project is located,the subdivided parcels, any adjacent parcels, and any other land which can reasonably be obtained within the municipality. ❑ Alternatives extend to any sites which can reasonably be obtained within the appropriate region of the state. ' Negative Determination Note: No further action under the Wetlands Protection Act is required by the applicant. However, if the Department is requested to issue a Superseding Determination of Applicability,work may not proceed on this project unless the Department fails to act on such request within 35 days of the date the request is post-marked for certified mail or hand delivered to the Department. Work may then proceed at the owner's risk only upon notice to the Department and to the Conservation Commission. Requirements for requests for Superseding Determinations are listed at the end of this document. ❑ 1. The area described in the Request is not an area subject to protection under the Act or the Buffer Zone. ' ® 2. The work described in the Request is within an area subject to protection under the Act, but will not remove,fill, dredge, or alter that area. Therefore, said work does not require the filing of a Notice of Intent. ® 3. The work described in the Request is within the Buffer Zone, as defined in the regulations, but will not alter an Area subject to protection under the Act. Therefore, said work does not require ' the filing of a Notice of Intent, subject to the following conditions (if any). This approval applies to whatever upgrade septic system that is approved by the Board of Health. Any increase in nitrogen-loading shall require additional Conservation review. ❑ 4. The work described in the Request is not within an Area subject to protection under the Act ' (including the Buffer Zone).Therefore, said work does not require the filing of a Notice of Intent, unless and until said work alters an Area subject to protection under the Act. wpafonn2.doc•Determination of Applicability•rev.10/6104 Page 3 of 5 ' Barnstable wpaform2 rev.6/15/2010 ' Massachusetts Department of Environmental Protection Op THEr� Bureau of Resource Protection - Wetlands WPA Form 2 — Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 '°off 5 9;&�� and § 237-1 to § 237-14 Town of Barnstable Code DA- 10031 aHAY ' B. Determination (cont.) ❑ 5. The area described in the Request is subject to protection under the Act. Since the work ' described therein meets the requirements for the following exemption, as specified in the Act and the regulations, no Notice of Intent is required: ' Exempt Activity(site applicable statuatory/regulatory provisions) ' ❑ 6. The area and/or work described in the Request is not subject to review and approval by: Barnstable Name of Municipality ' Pursuant to a municipal wetlands ordinance or bylaw. §237-1 to§ 237-14 Town of Barnstable Code Chapter 237 ' Name Ordinance or Bylaw Citation ' C. Authorization This Determination is issued to the applicant and delivered as follows: ' •-M'by hand delivery on by certified mail, return receipt requested on JUN182010 Date Date ' This Determination is valid for three ears from y the date of Issuance (except Determinations for Vegetation Management Plans which are valid for the duration of the Plan). This Determination does not ' relieve the applicant from complying with all other applicable federal, state, or local statutes, ordinances, bylaws, or regulations. ' This Determination must be signed by a majority of the Barnstable Conservation Commission. A copy must be sent to the appropriate DEP Regional Office (see http://www.mass.gov/dep/about/region.findvour.htm)and the property owner(if different from the applicant). Signatures: Y\° ' Date wpaform2.doc•Determination of Applicability-rev.10/6/04 Page 4 of 5 ' Barnstable wpaform2 rev.6/15/2010 ' Massachusetts Department of Environmental Protection THE Bureau of Resource Protection - Wetlands WPA Form 2 — Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 "°off.6 59* ® and § 237-1 to § 237-14 Town of Barnstable Code DA- 1003, BnAY t D. Appeals The applicant, owner, any person aggrieved by this Determination, any owner of land abutting the land upon which the proposed work is to be done, or any ten residents of the city or town in which such land is ' located, are hereby notified of their right to request the appropriate Department of Environmental Protection Regional Office (see http://www.mass.gov/dep/about/region.findvour.htm)to issue a Superseding Determination of Applicability. The request must be made by certified mail or hand delivery ' to the Department, with the appropriate filing fee and Fee Transmittal Form (see Request for Departmental Action Fee Transmittal Form) as provided in 310 CMR 10.03(7)within ten business days from the date of issuance of this Determination.A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant if he/she is not the ' appellant. The request shall state clearly and concisely the objections to the Determination which is being appealed. To the extent that the Determination is based on a municipal ordinance or bylaw and not on the Massachusetts Wetlands Protection Act or regulations, the Department of Environmental Protection has ' no appellate jurisdiction. 1 t 1 1 1 r r r � wpaform2.doc•Determination of Applicability-rev.10/6/04 Page 5 of' ' Barnstable wpaform2 rev.6/15/2010 Town of Barnstable Geographic Information System September 26,2011 2060" #2 r "" 206043 206050 #1187 o 206042 206041 #34 206097 206051 #0 206045 206040 #25 #48 206047 J 20603y 206046 #137J 206030 035 4 206037 " #70 &201, 33 206124r1 206029 r2063027§#86 o- #118 #59 206028 #122466 ° m 206105 r 206123 206012 #90 $ J O #24 2069"� s o 3 206125 " #as tm 206010 206011 00 42 Feet #62 #56 Ma 206 Parcel:034 Conservation Notice of Intent N Selected Parcel DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal P� ( �i) boundary determination or regulatory interpretation. Enlargements beyond a scale of Abutter List Type-Property owners within 100 feet of the perimeter of the subje t >,1°=100'may not meet established map accuracy standards. The parcel lines on this map are only graphic representations of Assessors tax parcels. They are not true property parcel upon which work is proposed. - Abutters _ yy E boundaries and do not represent accurate relationships to physical features on the map such as building locations. Buffer m x r ' Conservation Notice of Intent (NOI) Abutter List for Map & EXH. M Parcel(s): '206034' Property owners within 100 feet of the perimeter of the subject parcel upon which work is proposed. ' Total Count: 8 Close Map&Parcel Owners Owner2 Addressl Address 2 Mailing Country Deed CityStateZip 206030 PONTIUS, DAVID L 459 HENKEL CIRCLE WINTER PARK, C191829 ' &LISA M FL 32789 206033 TELLIER, EDWARD A DOMOS, CANDACE EA TELLIER REALTY 93 BIRCH HILL BELMONT, MA C181687 ' & TRS TRUSTI RD 02178 206034 BERGERON,JAY& CROWLEY, JOANNE L 337 GREAT PLAIN NEEDHAM, MA C123134 AVE 02192 206037 WACHTER, ROBERT' WACHTER WILLIAM F 211 LEWISTON RD GROSSE POINT, 9923/335 C& z—� MI 48236 206038 WACHTER, ROBERT WACHTER WILLIAM F 211 LEWISTON RD GROSSE POINT, C138896 C& MI 48236 ' CANAVAN, MARY 206039 HILL&M 73 BROOK ST WELLESLEY, MA C169195 CHRISTOPHERJR 02482 CANAVAN, MARY 206040 HILL&M 73 BROOK ST WELLESLEY, MA C169196 CHRISTOPHERJR 02482 206105 PINHO,JAMES F& 198 LANCASTER RD N ANDOVER, MA C153194 KERRIJ 01845 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is ' from the Town of Barnstable Assessor's database as of 9/26/2011 . ' http://66.203.95.236/arcims/appgeoapp/AbutterReport.aspx?type=NOI 9/26/2011 ABUTTER NOTIFICATION LETTER SEPTIC SYSTEM VARIANCE DATE: 9/27/11 ' RE: Upcoming Barnstable Board of Health Public Hearing ' To Whom It May Concern, As an immediate abutter of a proposed project,please be advised that a REQUEST FOR SEPTIC SYSTEM VARIANCE has been filed with the Barnstable Board of Health. ' APPLICANT: Jay Bergeron & Joanne Crowley ' PROJECT ADDRESS OR LOCATION: 59 Short Beach Road Centerville, MA ' ASSESSOR'S MAP& PARCEL: Map 206 Parcel 34 PROJECT DESCRIPTION: To allow for installation of a tight tank±78' from the ' salt marsh and building sewer 38' from the salt marsh rather than 100' as required by Ch 360-1 of the ' Barnstable Board of Health Regulations & whatever other State & Local Variances the Board may deem required. APPLICANT'S AGENT: A. M. Wilson Associates, Inc. 20 Rascally Rabbit Rd., Unit 3 ' Marstons Mills, MA 02648 ' PUBLIC HEARING: Town Hall,Hyannis Hearing Room—2"d floor ' Date: 10/11/11 Time: 3:00 P.M. NOTE: Plans and application describing the proposed activity are on file with the Barnstable Board of Health (508-862-4644). EXH. 0 TRANS. NO.: CITY/TOWN: 4-7 AZVW- C15 APPLICANT: -71 - ,qQ&<:2� 7c _CC7-C,- ADDRESS: DESIGN FLOW: g)pd REVTRWED BY: DATE: N/A OK NO Legal boundaries denoted [3 10 CIYM 15.220C4 Oj Street, Lot, tax parcel number and lot number noted on plan [3 10 CNM 15.220(4)(g Locus Provided[3 10 CMR 15.2204(t)l Plan proper scale? (1"=40' for plot plans, V=20'or fewer for components) [310 CMR 15.220(4)] Easements shown [3 10 CMR 15.220 4)(b)] System located totally on lot served[3 10 CMR 15.405(1)(a) for grades)- ffnot, q variance is required (3 10 Ma 15.412 D] Location of impervious surfaces (driveways,parldng areas etc.) [310 CMR 15.220(4)(0] Location all buildings existing and proposed 310 CMR .15.220(4)(c)] Location and dimensions of system components and reserve areas. [310 CMR 15.220L4)(e)l System Calculations [3 10 CMR 15.7-20(4)(D) daily flow septic tarile,cap acity Crequired and provided) soil absorption system (required and provideD IVA whether system designed for garbage nder AIQ North arrow[3 10 CMR IS ZZL4M] Existing and prqpqsed contours [3 10 CMR 15.220U4 (g)] Location and log of deep observation holes (existing grade el. on each test) [3 10 CMR 15-220(4)(h)] Names of soil evaluator and DOH representative [3 10 CUR 15-220 4)(h) and(D] Location and date of percolation tests (performed at proper elevation?) [310 CMR 15-220(4)(i)] Percolation test results match loR!diM rate? [3 10 CMR 15.242 IV4 Certification statement by Soil Evaluator[3 10 CMR 15.220U4 0)] 1v"'k Observed and Adjusted groundwater(method for adjustment given or indicated) [3 10 CMR 15.103(3) and 310 CMR 115.220(4)(n)] Address 4Y Sheet 1 of 7 N/A OK NO ' Location of every water supply,public and private, [310 CUR 15.220(4 k) within 400 feet of the proposed system location in the case o£surface water supplies and gravel packed public water supply within 250 feet of the pro osed s stem location in the case ' within 150 feet of the proposed system location in the case of private water supplywells ' Location of all surface waters and wetlands located up to 100 ft. beyond setbacks listed in 310 CMR 15.211 and any catch basixLs located withuo.50 ft. 3.10 CUR 15.220 4 1 Water lines and other subsurface utilities located [310 CMR 15.224 4 rn if water line cross see 310 CMR 15.211 1) 1 -Profile of system showing invext elevations of all system components and the bottom of the SAS 310 CMR15.220(4)(o)] Stamp of desi er [310 CUR 15.220 1 and 310 CUR 15.220(2) Stamp of Registered Laud Surveyor(required if construction activities within 5 ft. of lot line) [310 CMR 15.220(3)] Test Voles adequate (two in each of the primary and reserve unless trenches as permitted in 310 CUR 15.102(2) or as ' a roved for an upgrade under LUA at 310 CMR 15.405 1 (k) Test hole adequate to demonstrate four feet of suitable material? �--- ' 310 CMR 15.103 4 Test Holes adequate to confirm adequate groundwater separation? 310 CMR 15.103(3)] Benchmark within 50-75' of system 310 CUR 15.220 4 ] ' Materials specifications zloted? [various sections of 310 CMR - 15.000 ' System compoueats not>36" deep (unless Local Upgrade v/ Approval or LUA re nested) (310 CMR 15.405 1 1 i Address Sheet 2 of 7 ' NIA OIL NO ��� •�fA!�:�M}� 1;, .I.�r::.. � ?.i 'Fl.:,'•$�f�../ f.1.. y+'o•: - -•:t. '�{: ' a.� :I):•� - •.(. Size OK? 310 CUR 15.223 1 ' Inlet tee located ten inches below flow little 310 CUR 15.227 ] Outlet tee 14" or 14" +5"per foot for increase$depth(310 CUR v; ' 15.227(6)) Outlet tee with gas baffle or approved filter 310 CMR 15.227 4 Note regarding installation on stable compacted base [310 CNM Separation between inlet and outlet tees (no less than liquid L/ depth) [310 CMR 15.227 2 Inlet/Outlet elevations at least 12" above high groundwater �. (except as described 310 CMR 15.227(5)) or permitted for upgrades under LUA 310 CUR 15.405 1 ' Minimum cover 9" (Tanks buried more than 9"must have risers on all openings and on,the d-box) [310 CMR 15,2228(l) and 310 � ' CMR 15.232(3)(f)] Three access covers (inlet and outlet must be 20" or greater) middle access at least 8" 7107 310 CMR 15.228(2)] ' Access to within 6" of grade -one port for systems<1000gpd, two for systems>1000 d 310 CMR 15.228 2 All at-grade covers'secured to unauthorized access? [310 CNM ' 15.228 2 > 10 ft from building foundation 310 CMR 15.211 1) (/ Buo anc calculation Re uired/Dona 310 CUR 15.221 8 i/ ' H-20 Where a ro mate? 310 CUR 15.226(3)] Setbacks from resources 310 CNM 15.211 Required when other than single-family dwelling py flow>1000 d 310 CUR 15.223 1 First compartment 200% daily flow; Second compartment 100% daily flow 310 OYM 15.224(2 and 3 "'U"pipe through or over baffle, outlet of each compartment with ' as baffle or approved filter 310 CUR 15.224(4)] Address Sheet 3 of 7 Ox INTO yr. `'I '•� �, `•!Jj:•!�"('y :T.^jY' 14N4'•Y'r<.h4d^..d�1'��-I.f��;i'jry•r�i-•Jr�`f �T �p�j k .A„f•:f' s�.,i f b, _.iy ! °.3"•• ... Located at least ten feet from any water lime? [310 CMR 15.222(2)1 Disposal piping at least 1811 below water line (when water and ' sewer cross see 310 CMR 15.211 1 1 Cleanouts re aired/ rovided? 310 CMR 15.222 8 - Tb.rustblocks a ecified in force mains? 310 CMR 15.221(o)(0)] ✓' Slope of sewer line not less than 0.01 (1/8"/ft) 0.02 preferable ' 310 CMR 15.222( Proper pitch on all=a? (,005 within gravity-distributed trenches ' and beds 310 CMR 15.251 9 and 310 CMR 15.252 2 c Siphonproblem/ eaohfield below pum chamber) Endca s or vent manifold specified? ' Size and orientation of discharge holes specified? (not smaller , - than 318 not larger than 5/8 ) [310 CMR 15.251(8) and 310 CMR 15.252 2 ' Materials specified (310 CMR 15.251(5) specifies various pipe es allowed _ - 'd . • .•�; ""y'n,,,i^`.;•rq'.i'/. .'..w�•"Sr^•'•" h�;��� :ti~:sf'r.rr {• i :.„r�',:L r�,J;.?'S�+; t. .:•. y ,'��. ir• 'Y1r h�.F^l:• r^ ..fC;J.�; -�, ;�` i z 9 •, '., �•-. •... ,. .' r'�, �i' �;i'••, .'. ,,:, "{ r�.:4'•" ^ru'Af r r •?_fit. 9a-." "tl• ?� Stable compacted bass [310 CMR 15.221(2) and 310 CMR l/ ' 15.232(2)(a)] Splash plate or baffle tee required on inlet/provided? (when / pressure sewer to d-box or steep pitch of gravity sewer) [310 L� ' CMR 15.323(3)(a Riser if de er than 9 310 CMR 15.232 3 Inside minimum dimension 12°° 310 CMR 15.232 2 Minimum sump 611 310 CMR15.232 3 e Watertight cover'if<2000gpd),waterproof manhole if>2000gpd 310 CMR 15.232(3)(d)] v ',h 9 ! { ry.��7;.:r,. ftp.•""+�'.`«[r'r•e. `��?•a:;,y[,�Y�try i V W, t 5Q .a• J a, r. �'.��:';t r •.� �� >A• .{" r^ J c�.„ ..,' ..si�.f• rG. 'r�.�•�•w;r•-r•>. 'i Capacity(emergency storage above worl�ing=design flow)? [310 y/ CMR 231 U2 Proper setbacks 310 CMR 15.211 (same ass tic tAnks. Watertight 20-in rninium access manhole at least 20" MUST BE f TO GRADE 310 CMR 15.231(S Service components accessible (not too deep with piping, disconnects accessible Alarm floats - alarm on circuit separate from pumpsspecified? Exceeds two units must have two pumps operating in lead4ag y/ ' mode. 3.10 CMR 15.231 and 8) Stable Compacted Base 310 CMR 15.221(2) ' Buoyancy Bjaoyagoy calculations needed?Provided? 310 CMR 15.221(8 Sheet 4 of 7 Address 9 A5-o CBE cfl T l r�cG��r c� - N/A Ox ' c[^aNO Calculations correct? 4 feet of naturally occurring material demonstrated? [310 CMR 15.240 1 ] Re cued separation togroundwater? 310 CMR 15.212 Ag Stagate s ecified as double washed 310 CMR 15.247 2 Lf System.Venting required/provided? (system under driveway or ' >36" dee ) [310 CMR 15.241 Inspection ports specified and within.3"final grade? [310 CMR 15.240 13 Breakout requirements met? (No violation of breakout elevation within 15 ft of SAS unless barrier) [310 CMR 15.211(1)(4] and Guidance Document Q '� - 3`�" f ..�'1' � b 5 f• •� i f J '•.'.��+I .'•'µ r�� rl.�. .;f���ltpi:��, .�.�: .�'i•. iR.,k:f•!;L^ •t .:,'+ ' '�~•,: Chambers and Gal. in trench configuration supplied with inlet eve 20 f . 310 CMR 15.253 6 ' Each structure with one inspection manhole(if>2000 gpd must L j be to gado 310 CMR 15.253 2 Aggregate 1'minimum-4'maximum. 310 CMR 15.253 1 2' sidewall credit maximum 310 CMR 15.253(1)(0] In bed confi ation inlet eye 40 s ft. 310 CMR 15.253 6 ' •, + .( .: l �tII.f,•r f' �.•' �Lr�a sne:i,� , I�r:7,!• R�.. ti`iti.. H` Width 2'minimum 3'maximum 310 CMR 1 .251 1 100 feet-maximum len 310 CMR 15,251 1 (a ' Minimum separation 2x effective depth or width whichever eater 3x if reserve between trenches) 310 CUR 251 1 d Situated alopg contours 310 CMR 15.251(2)) Breakout OIU? 310 CMR 15.211 1.)L41 and Guidance Document ° R i:fik,�rt'gr1'r,�;:n. `,•Cd• ') i •.";;• '<'' '{ws.ATM f::+•-:• :jj`�.;;..,'lf}, A�'.i{ ii;:�1 •., 'x`.Q. .yfjt,,s, :iG,�, t`ii,;i;t•: ,�,�r�R.�•1: :'4'i.•!..; ;!?. �5r;,.r•« minimum 2 distribution lines 310 CMR 15.252 2 a ' Maximum.separation between lines 6' 310 CM R15.252 2 d ] � Maximum separation between lines and outside of bed 4' [310 ' CMR 15.252(2)(e)] Aggregate depth below discharge pipes 61' minimum, 12" maximum. 310 CMR 15.252 2 ' Separation between beds 10'minimum, 310 CNIk 15.252 2 Bottom area used in calculations only 310 CMR 15.252 2 i Address Sheet 5 of 7 1"ll !\. L.LVVJ 1...-�v! !! ur rr\r r�rr rul....... uvr rr ✓ v. •r�r r�rrr •rv. .rr v MIA. OK No + ressure Dosed stem ? Provided pump and piping .P ►s1' ' calculations as required P10 CMR 15.220(4)(1)] Pressure dosing required on all systems>200pgpd or alternative systems under remedial approval [310 CMR 15.254(2) and I/A ✓ ' Remedial Use Apptovals If used in gravelless system-make sure jet is directed as not to ' scour soil interface [Guidance Document Inspections once per year(systems<2000 gpd) or quarterly v- >2000 d ood to note on plan 310 CMR 15.254 2 (d) Construction In fill -Did the plan specify that the fill shall meet the s ecification of 310 CMR 15.255 3 ? I E ervious barrier and/or retaining wall ? Guidancc Document G' ' Impervious barrier installation must be supervised-by desi er 310 CMR 15.255(2)(b) Retaining wall must be designed by Registered professional ' En eer 310 CMR 15.255(2)(01 Side slo a not exceed 3-1 7 310 CMR 15.25521 t 'Breakout requirements met? [310 CMR 15.252(2) and Guidance Document At least 5 ft. from impervious barrier to'edge of SAS (10 ft. ' recornmended) 310 CMR 15.255 2) e OffiMUM� MINER Check DEP .Approval letters for credits and design conditions ' If used-with pressure dosing*do not allow pressure discharge to scour soil interface ' Was DEP Approval,Letter provided and/or have yoti reviewed the letter for conditions? Is the technology being properly applied and does it meet all ' DEP A &oval Conditions? Is there a note on the plan regarding the requirement for ' e etual maintenance agroement? Anyalarms involved on separate circuits Did the applicant submit an operation and maintenance manual? ' Has &PT11cant submitted a c92y of a maintenance p !h Pit ! n rr'hA ;GE! 8 Axe the variances listed on the plan? [310 CMR 15.220 � 4O RLS Stamp necessary on plan if a component is within five feet of property lino 310 CMR.15.412(4 New construction or increased flow proposed- [Refer to 310 ' CMR 15.414 ! Address .Sy ,S? Sheet 6 of 1 � 1 „ 7h� .f •x r:I:,4 .4� k .r t :L '� a.• 1i;,�,J.: .:r:.,J:••. -`�:'N/A OK NO ..t tarp. _fJ+rf^' Is the system in a Designated Nitrogen Sensitive.Area(Zone ZI for 1 a public supply well)? [310 CMR 15.214, 310 CUR 15.215 and � 310 CMR 15216- also refer to Policy regarding upgrades of such 1 existing stems Is the system proposed on the same lot as served by pzivate well ? 310 CMR 15.214 2 Are the nitrogen loads proposed in compliance? [310 CUR 1 15.216(1)1 _ .hl "'mod, gi.•I: fYy�;o I:—. y. .�''•"�{•(ly=• :?�.:T: ••••�: — .y Y•. ,�w' ,'�:�i �{ ^j„' •; r'.c1Mi , '.: ,rcm,i.;7:?",a�' 'iJ a•.R:f',:; :rr,.iC;r:yi: :•kri5 .'t• - .e, 1,n. �j�q� � y�M` .J� "+".''''r! � '^w "`:a:� � :.c�cc'; ..�.5',.1?'••'yF�'r!'-:.jJf,n.cws,(!,:•`•ti .F. ':!' ;��;rJ} '•�'"� Pum in to se tic tank? 310 CUR 15.229 1 Shared System 310 CMR 15.290 1 1 1 1 1 i i 1 i 1 Address Sheet 7 of 7 Town of Barnstable Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman;MSPH Wayne Miller,M.D. April 19, 2002 Mr. Thomas McLellan, P.E. Box 463 West Dennis, MA 02670 �IT,WE a N ,`' ' y?a' w, as +�� v. Dear Mr. McLellan, You are granted variances, on behalf of your client, Jay Bergeron,.to construct an onsite sewage disposal system at 59 Short Beach Road, Centerville. The variances granted are as follows: 310 CMR 15.211: The soil absorption system will be located six (6) feet away from the northerly property line, in lieu of the ten (10) feet minimum setback required. PART VIII SECT 1.00: The soil absorption system will be. located .77 feet away from a bordering vegetated wetland, in lieu of the 100 feet minimum setback required. 310 CMR 15.212: The bottom of the soil absorption system will be located four (4) feet above the highest observed groundwater table elevation, in lieu of the five (5) feet minimum vertical separation distance required. The variances are granted with the following conditions: (1) The designing engineer shall submit revised . plans showing pressure distribution to the soil absorption system and showing the up-to-date soil evaluation information. (2) No more than three (3) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and Bergeron s f similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (3) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to three (3) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (4) The septic system shall be installed in strict accordance with the revised engineered plans. (5) The designing engineer shall supervise the construction of the onsite sewage disposal.system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised plans. (6) The pressure distribution system shall be inspected quarterly (four times per year). The applicant shall provide a copy of a quarterly inspection contract to the Board of Health. These variances are granted because physical constraints at the site severely restrict the location of a soil absorption system due to the fact that the Centerville River adjoins the property. The proposed new septic system is designed to meet the maximum feasible compliance standards contained within the . State Environmental Code,'Title V. Sincerely yours, Susan.G. R k, R.S. Chairperson Bergeron Crocker, Sharon From: Crocker, Sharon Sent: Thursday, March 20, 2008 12:33 PM To: HeathDeptMailbox Subject: 59 Short Beach Rd, Cent A septic plan was found in the mail/copy room with an extra copy made. Please let me know if you had it out so we can attach it to the proper septic permit (87-483). The copy is back in the street file. Thanks for your help. 1 02/12/2002 11:48 5083987710 DEMAREST-MCLELLAN PAGE 02 February 12,2002 Barnstable Health Department 367 Main Street Hyannis,MA 02601 RE: 59 Short Beach Road Centerville,MA Dear Board of Health Mem rs: I, JU Bergeron, owner of 5 Short Beach Road,authorize Thomas McLellan,P.E.,to represent me at the Barnstab Board of Health Hearing for variance requests for the above referenced site. If you have any questions or require any additional information please call me at 398-7710. Sincerely, d &?- 6 Jay Bergeron AL DEMAREST-McLELLAN ENGINEERING March 7, 2002 Thomas Mckean, R.S. Barnstable Health Director 200 Main Street Hyannis, MA 02601 RE: 59 Short Beach Road Centerville, MA Dear Tom: Enclosed please find a variance request package for the above referenced site. We would appreciate being on the agenda of the next available Board of Health meeting. If you have any questions or require any additional information please call me at 398-7710. Sincerely, Thomas McLell , P.E. 24 School St. P.O. Box 463 West Dennis, MA 02670 (508)398-7710 Nos v DATE.: PER: BARMABLE. 7 K"S. FD 59. r.`g MC. BY Town of Barnstable ' sue. DATE: Board of Health 367 Main Street,Hyannis MA 02601 Office: 508-8624644 FAX: 508-790-6304 Susan G.Rask,RS. Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION 5 Property Address:_ c5fl0!T 8t4C OA Assessor's Map and Parcel Number: Z0.6 Z 3 4 Size of Lot: ' 'IV/'6:94 $p Wetlands Within 300 Ft. Yes Business Name: No . Subdivision Name: APPLICANT'S NAME:_JA J 64q&G 4N Phone �O Z$0 - ?27 6 Did the owner of the property authorize you to represent him or her? Yes No PROPERTY OWNER'S NAME CONTACT PERSON Name: � g�tiGE20ti 7 t�OANM^ CrWWW Name: JA`1 FWP- 62. THoMDS /AcW1AN, Address: 337 6MCA P PLAIN AVE Address: ��. "OWHAMI MA 0-i.IgL ��` `k6� ;w•oENn�U , MA b1,67(J Phone: '7 61 0 --7V7/. Phone: 50$- 301$— 7116 VARIANCE FROM REGULATION(t,ist Reg.) REASON FOR VARIANCE(May attach if more space needed) trtlt'SL 5EcYto,� 15.2tZ + _EXISy1NC- 3 6a'bnooM bU+fc�1hG oN SAMALL S6cYl oi., l5.z,►i Lo•( W cATev op cEnrf{ILVI LL-E alvE E. H 1 G H 'fOwn, oC 3A'�+S7o3L� I7�EG. 5-�4-73 611Dwyn W IXH LIM I1-49 R.00an Fat1.L �SHS BEM '10 36 Lff S TNpty loo' Fwo) RiVfR� SEp Ct f_ SH S'C�EM OP ►6+•� NATURE OF WORK: House Addition O House Renovation 0 Repair of Failed Septic System Chec ist(to be completed by office staff-person receiving variance request application) Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner,authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/leasee only],outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems' [only if no expansion to the building proposed]) ,_ Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Ralph A.Murphy,M.D. l� Q:/WP/VARIREQ 5 , o r� - E. 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For valuables,please consider Insured or Registered Mail. ■For an additional fee,a Return Receipt may be requested to provide proof.of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPS postmark on your Certified Mail receipt is required. ■For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery. ■If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT:Save this r6ce�ipt and present it when making an inquiry. PS Form 3800,January 2001 (Reverse) 102595-M-01-2425 cD C3 0 ,1 Nd v cD Postage $ Eru r �o®� Q' Certified Fee ul Postmark Return Receipt Fee �� 9R Hen: OO (Endorsement Required) "�� 0 Restricted Delivery Fee V O (Endorsement Required) = 4� O Total Postage&Fees Er Sent To rq _I'z4 .wl4�li0!h._wACl� 2 Street,Apt.No.; r-1 or PO Box No. q Ncity,State,ZIP+4 PS Form :00 January 2001Fieverse for Instructions j Certified Mail Provides: ■A mailing receipt ■A unique identifier for your mailpiece I im A signature upon delivery n A record of delivery kept by the Postal'Service for two years Important Reminders: W.Certified Mail may ONLY be combined with First-Class Mail or Priority Mail. ■Certified Mail is not available for any class of international mail. ■ NO INSURANCE. COVERAGE IS PROVIDED with Certified'Mail. For valuables,please consider Insured or Registered Mail. ii For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for ` a duplicate return receipt,a USPS postmark on your Certified Mail receipt is required, ■For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery". ■If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT*Save this receipt and present it when making an inquiry. I! PS Form 38001January 2001 (RPverse) 102595-M-01-2425 U.S'Post Ed Service CERTIFIED I mAW RECEIPT D. • • . . I ui N CO Postage $ ru � '�DES Q" Certified Fee �\ �� Postmar Return Receipt Fee V Here O (Endorsement Required) C3 Restricted Delivery Fee ® 7 0 (Endorsement Required) QTotal Postage&Fees a, Sent To Street,iWO No.; t r-1 of PO Box No. 3` G000MAN s Hi(A M1Clty,State,ZIP+4 C U� MA :�� �� Certified Mail Provides: ■A mailing receipt ■A unique identifier for your mailpiece ■A signature-upon delivery e A record of delivery kept by the Postal Service for two years Important Reminders. ■Certified Mail may ONLY be combined with First-Class Mail or Priority Mail. ■Certified Mail is not available for any class of international mail. :..■ NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. ■For an additional fee,a Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPS postmark on your Certified Mail receipt is required. ■For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery". ■If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT.Save this receipt and present it when making an inquiry. PS Form 3800,January 2001 (Reverse) 102595-M-01-2425 CERTIFIEDU.S. Postal Servic& (Domestic • .•. CO .."v,Gs� ..s L 4:x lssa Y+' ✓J ir.x CO Postage $ tL �Q" Certified Fee V7 Q Postmark 4 Return Receipt Fee O (Endorsement Required) MAC 0 Restricted Delivery Fee 0 (Endorsement Required) 9 Total Postage&Fees $ � O � Sent To °r "t .Kertn.l PI N 140 - --------------------------------------------------------------- Street,Apt.No.; r-1 or PO Box No. r-3 City,ae,ZIN4 Certified Mail Provides: ■A mailing.receipt ■A unique identifier for your mailpiece' ■A signature upon delivery •Arecordof delivery kept by'the Postal Service for two years Important Reminders: ■Certified Mail may ONLY be combined,with First-Class Mail or Priority Mail. ■Certified Mail is not available for any class of international mail. ■ NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. ■For an additional fee,a Retum!Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPS postmark on your Certified Mail receipt is required. ■For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery". ■If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT:Save this receipt and present it when making an inquiry. PS Form 3800,January 2001 (Reverse) 102595-M-01-2425 ICA , + COMPLETE, .N COMPLETE THIS SECTIONON DELIVERY, ■ Complete items 1,2,and 3.Also complete A. Received by(Please Print ly) B. Date of Delivery item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse ' so that.we can return the card to you. C. Sig at r ■ Attach this card to the back of the mailpiece, X ❑Al ent or on the front if space permits. dressee D. Is delive address differe rom item 1? es 1. Article Addressed to: If YES,enter delivery address below: ❑ No JA(Y"Fs I o ryo PIN 14 a jq8 LANCA51.8 -- rL!9 iv , AN')ovsrZ, MA ojigy§ 3. Service Type ❑Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number(Copy from service label) Apo I D 000v 199 28 ' 6 PS Form 3811,July 1999 Domestic Return Receipt 102595-99-M-1789 I . i I I I I d ii I ) 11 111 11 I ;I Ii i UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid LISPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • Demarest-McLekan En ineedng_ �F School .P.O.Box 463 West Dennis.MA 02670 s`CZ�- 9269 0000 Oh6T T-M + SENDER: DELIVERY j ■ Complete items 1,2,and 3.Also complete A. Received by(Please Print Clearly) B. Date of Delivery item 4 if Restricted Delivery is desired. ��— ■ Print your name and address on the reverse j so that we can return the card to you. C. Sign re ❑ g A ent je Attach this card to the back of the mailpiece, or on the front if space permits. X �� ❑Addressee D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑ No (Y11 G�tiq�(, 6EfS l 44 1 U- mA4'j svngurL-1I MA D 1-71.1. 3. Service Type V-ft lified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes j 2. Article Number(Copy from service label) ZOOf :19 jo ooyo:59Z$, -7-)!5 \„ \ \ ... l\\1 It ,, l PS Form 3811,July 1999 Dom•�estic Return"Receipt 102595-99-M-1789 ` • � � ,; � t i � ire J a 1 UNITED STATES POSTAL SERV�I@ SS¢ ' rirs"t: lass.Mail,�,,,m �� • Postage&F.e_e_s Paia 1t LISPS 0 "' Permit No.G`10"� �n� r • Sender: Please ppin4 aar 'e, address,-end ZIP+4 in this box • I -MoLelan NAVIN t.Pie f�.�ox 4s3 1 vy ° ,[SIN 0967O � I I ii Iq -lames-e r--c X k �-�., •�-�'�'�'� 4 4� � a V-j t too oM i � c Z = t - r v �,a •'S1i a..J V4 y l� LSSE55. MlLP 2.06, Pd7-eF�- '�4 SECTION- SEWAGE I FLo� z7 zoNE a IS (EL. it) SEPTIC TANK- 5' -PUMP-CWLIA6ER - CFoMs�N) -LEACHING FLOtdDIFFU50Qg 1 �1c1�t Y ti fII=ST L (4-2o> i � 6R(dp 2 " "OFI4TO46" _C .... �Z'EMOvi` OAYvNSUIT6.8LE lciO1LWtT)4Pk L WAS HEOSTONE 10'R4flIUS OF LEbCIllN6 ,LREL Wi{ERE _Fb551$LE• REPLkCE ► I CLEAN =_D c'MtN. I W( �,� of COVERTO 61MVS GLOVER STdNE b-LL dftO'Jt�D0O' -ASo' ) ���� _ 00, (VA-20 L O,L D ml G j — � IN- EL.925,3 /EL = 318' t — OUT• OUT- IN• T --�t' + Q/� -f I t 1",v ``` 1 150CG a �B,�jwco i t. J SEPTIC 7.42' G I �J.CF TANK Ex15T.-ELEV. ELEV. ELEV. ELEV . - ' A -5EPTIC 74KK?EE5 TO EXTEND To �,,3� Z' PRaPUSED MYERS SRM4 ILr _ /�/( S' 7 [e>ITER OF TaKK SO dS To 15E ELEV. _ PUMP W( PIFSEARGL4S5 PUMP 1 DIRI:CTtt`f UW'PERM6_1140LEGO',/ERS. 14164E5 T OBE. W&TEEeL =1,53 CNM FZ 68E .J f J_ REMOVE bLL U!SSvtTbF3LE :°e'Z E L'\ T16Ft VS ELL*I -INLET TEE To EXTBI:D ;O" SEL.OPU t}-1VEET• 3' S l = j SOIL POR EQ.T, IC"��co'JNC� . QVTLE T TEE TO E><TEn1D 14" gELAW tl IV OF ti•'-11h•' d WASHED STONE �� 1 F �� LEfsCi�lttG LRE� WNER= . M`«RS SRM4 to 'rUM-P WIT1-t ' ; AQ �' Po SsiP,LE . .REPLaLCE W( FlF3Ee�LdS`0 PVM�C+4bn1F3i=.1? �/ m w t ��Jti.� CLEb`i1 MLO. SdKD. TO 8 TEST HOLE LOG {5�� S� ET:2 F°e anp.tT-to►�t,t - PuM. aLdRM Pb K�1- PROPOSED 1500 GAL i� TEST HOLE rr OBSToEYILTION WELL flWrl,� !N5'V&LLSV 1h\ F}OUSE SEPfIG TdNK z� TEST BY R,.IF61R5dJKk,PE• .J. DuµatriG ,13.d•4l� TEST DATE 22/88 ( Zj /SB WITNESS DESIGN —BEDROOM HOUSE G woex LIMiT LINE ,ru: . T.H. ar 1 T.H. 2 I _:.(. dYB6LEs gtbKE� X( 4•�, �/ ELEV.S,2. ELEV. 4. 40 No TO ENO SaNa LO& t 2 DISPOSER DISPOSER a Tv-E We 14) v FIRS �``( 8F� ' ¢ILL t2" 4,� PERC RATE MIN/IN. / is, 3,l' FLOW RATE 110C 4 (GAL-/DAY) 4 44 ;SFF'ROX, t-or-&-nols cF. m r F�6oR /% Lo>`M $ cleb SEPTIC TANK 440 (i•5)= Co�� °FKIhT 4EPT1G S`[STE s� E�.�G. SdN_ _lLaJ,Mt`TeR REO'DSEPTICTANKSIZE 1500 ?osee - ov_I> oil PvwPeC J' / „ PELT �., &WO F1LLSD W1'50JD SO—— LEACH FACILITY 'I ` ,r cLea Te}Z� SIDE WALL (a0-10)Z x o,g� .g( _Z 1R2 G/D. d4 wb = 1.0- 'U0D G/D. ] I D ¢ 2- I,EL S' Sd11 doJv5TE.D BOTTOM 10 4 10 -60o st ( ) - sT _�_T O " nieTeReEI.I.O TOTAL �T�•8 SP 4�2 _ Sf— �, - �. bp E - - 3 LEACHING �(.owPtFt=USt�RST.FR be��N USE: •-Z.4' 8 OF STONE (32'x 12'Y p.a�' DEEP� EL.I.S WATER ENCOUNTERED USraS WELL DdT2. NOTES: (UNLESS OTHERWISE NOTED) kDVUSTMEWT, t= l.8 .ti2, i, 1 1.OATVM TAKEN F OM N G YD 4 —AVAILABLE x t.MUNICIPAL WATER4S� flf f.PIPE PITCH:VS PER FOOT T .4 DESIGN LOADING FOR ALLIPRECAS UNITS:AASHO- i• -1.4 EIICEPT WHERE NOTED_' OVER ALL S.MIN.GROUND COVER SEWAGE FACILITIES:(1)FT. ;t Ag?PeE pa c-5Ef`]-l C, U PaE l D f ;.►I PE JOINTS SHALL BE MADE WATER TIGHT o OJRLA G� + !.CONSTRUCTION DETAILS TO BE ACCORDANCE WITH COMM.OF MASS. SITE MAN ENVIRONMENTAL CODE TITLE S CIVIL fie- j ?�: ,C ►10t BC l D NO. LOCUS: S9 51-401zT F�ErS.G T2D r f ST tz. t:CE�1TEQy1tLE� 5-&F-NSTa$L-' _ MA 9.�' -E '� T YG�V ir�'i✓ 'I �Jfrt�O.i 1 . ji�IC �r���' NAL ENGINEER 0k Of t� _IO. I7EStGN EkGtn1EEFZTO tNSPEtT A C-r--R PY dLL Cot15TFtVcT1ON I2. LNY. LDDtTlOeldL CE55P�L-�S=oUND LOr(T'RdCTOP-To -4r-- LOCdTtOn1 6F' I, WrSW_ L-iNES &T T1KF- OF -' au2tnto LONSTeuCTIcK T6 tiE PurnPE.D down CIQe en�ineerin� a � /� °` PREPARED FOR: -1--I&M J- NIA 6TR&,T44 CONSTRUGTIO K. 1F .W LTEg- LINES AizE kttT411W 10 OP L-*FbCI,4ING AREId __btitD .F._LLLEy_WIT►1 SEsa1C�. _ � _ REI_oCaSE Sobs zo 8E io'MINIMUM, 1r- ';EWEf? LINE CRPS5 WITE2 CIVIL ENGINEERS, ., h _ ---- L1NE,�, _gpT1L PIPES Ta $E 15o L-e,PR�S�v¢� ci.sy5. 60ARDOFFIEALTH s LANDSURVEYORS ' LA VEYOR _ a main OL f, ofr;,� ,, SCALF 1 2 0 4-21-88 $l.Rw15Td$L�I MA s. Ylwaai' --IEEI I er Z DATE CONTOURS ( EXISTING)-""'•' ��� APPROVED ----DATE 1-; (PROPOSED)—0 F ( � dSSES�, M1.P 20Co, Pb�CCL '�4 SECTION- SEWAGE F-L.oa D ZONE- a 13 GEL. 11 SEPTIC TANK— 5' —FUME Cu dMtJER - CFOR�e —LEACHING F-L.0kVIFF050 5 Y 1 F i PST F 0 C> mil-• ' t4 "2"OF lATO Me•' \� `' iZEMOVE L*,1YVN5:_•T6.gL- 011 WIT14•!1 L WAS HEOSTONE - to'Rulvs or>_EZCutiNE WEL w4ePE WSZt$L�• 'REPL:CE. kit c(-EAN -D.5 Mth. PLOWG;FFLISORo :lr ?' O� �O NED. SdhD. Govtr�TO ETcATjE ' ?\ COVER STGNE N.L.L tRp0 10' 30' J � 00' (N-20 Ei IN- 4 l 3 S OUT I OUT- SEPTIC ' I ' -, 7, 6 TANK ;.42 4,'iG3 -� EtC15T. ELEV. ELEV. ELEV. _\\ l/ -f'/ �• O ELEV. -5EFTIC 7LKK TEES To EXTEND To \ PROFUSED MYERS SRM4 d v_ �,etvrER OF T&tLK 5O b5 ra RE ELEV. PUMP tv( FIse.RGLi`S� FUME DtREGT�-Y uNDa?,VALk4OLEGOVERS. eas e r,oBs�E a �eEL :1.Sd CNbMBERC%�v"PEEFxI:;"Ott.) ` EMOVEI,LLUN�vITAF3�E -11NLET TEE TO E''ATEI�D 10" SEL.Oil L1:vEET• j .�' � �' - r' ` � _ SOIL ROR r X '" REL0Iti: ttdVEQ,T. % .`'\\G� '' LEaC\AIt.1G LREo K E;;i�E . QUTLE• TEL TO 'E TEttiO {Q. � WASHED STONE / � S • LM«{tS SRM4 d fuMf WITH �! ' A Poss t�LE . .KEPI-bGE W( FtF3Et'G--L A 5� PVVAle r-^,�G1? / rn l . TEST HOLE LOG 2 F°'z ILaQIT1ol4dl — Pvr�Y ta•l_6.PM -P L1 S-L. TO 8tz PROPOSED 1500 GA-L TEST HOLE $O'aSE7_Y4TiO" WELL PLTS) jtA5TLLLED \!.\ FAOVSS SEF'TI G TLNK - tioa TE5T8Y R. F61R5d1`1u"PE• .?• DUN6dIPt5 ,(g.�.{�> d. 3, > /� f/ / WITNESS BEDROOM HOUSE TEST DATE 122�8 j 2Jtg jse DESIGN a ° '° WORK LIMIT LINE � T.H. • 1 T.H. s 2 =- (ti}QY�3d�e� �TaKEDt4 ELEV.5.Z ELEV. �i . (o NO �1Jfl T O $ND 11y d `/ \D�.�`r• J' Satin t2„ LOL -4�, 2 DISPOSER DISPOSER Co"'T ZE►1C 4�� F/ L` $E FILL PERC RATE MIN/IN. FLOW RATE 110e 4 (GALJDAV) 4-44 / I.F V.O Fc6 \''M FX, L_C)cL-r10w OF m j ppE / LOLMt cLea l SEPTIC TANK 440 (f.51= 60(FD *EKIhT SI=PT1L s-fSTr= SbN_ -drJ,11creF,F REO'D SEPTIC TANK SIZE \5 O 0 Ta BE e1--M6VED Op. puMPED FELT T., >=�. 3.3 too$ suD FILLED W(5LND 0 c E a ral=_o LEACH FACILITY SIDE WALL ('moo-Lo�2xa,g-r-1�.8t2.5) 1Q2 G/D. '' 44' ►aaTt=��' Shca G/D. t " a e t _toJvsT£D BOTTOM '7 = 3cosFII.G .1 - 3°� i �, ST LO_L_ ISdTE\z E El.i.O TOTAL 3�� $ 5F rr�2 , Ski- �wT' wL Q — 0.2' 4. �� L - EL.-o 4 USE: 3 LEACHINGLowDIPFV50R5 . �-� Qa�o w / 3' �i u� oF STon;E (32'x EL.1 8 WATER ENCOUNTERED US Cy 5 klT--L L D LT-L C7 / WELL:TSW-Se{ NOTES: (UNLESS OTHERWISE NOTED) Z0*A'`: b, �— vD 1povSTME►lT,�2-it' 1.DATUM TAKEN F OM N G VAIU4BLE 4 nit. !.MUNICIPAL W,,TER fl� a.PIPE PITCH:II •PER FOOT A.OESGN LOAD k n' 1 ING FOR ALL PRE-CAST UNITS:AASHO. �"1-1 -44 ey CEPT WHERE NDTED. j - / G •.MIN.GROUND COVER OVER ALL SEWAGE FACILITIES:(I)FT. ;'I",•�f "!%�:� ps, GJ,x,. i.PIPE JOINTS SHALL BE MADE WATER TIGHT 1 o OJA;_A ANCE WITH COMM. MASS. CY RD v � S V.CONSTRUCTION DETAILS TO BE ACCO I C,kiL sn _ � PLAN STATE ENVIRONMENTAL CODE TITLE S t NO ,�y� �.'f►�5 PlA►! f6 P!'�PaJr_p kb�+ aer j eooj_� ►,IDf B� t1 D LOCUS: S9 5 4-}01z T S�dC.�l 2 D ttT t' C.C3=IATESZv I L L C St�I;.NS NAL ENGINEER I; q.eG +-E '�-J PVG'fG 8� LSD 'f ;�'�ri'iD.Y . ptiC fit ',/• 1 x of L P 2 8 S '•t7. DESIGN 1=hG1tJ=> R'rD If.LSP>tGT >? C•IEF?TtFY L' LL C_OKe7FtVC-TLON 12. LNY isbDITIOudL cE55PcoL.SzovND ,; . 4.`. REF: down tope en ineerin ` ` - -»M �. r�� �TRLT+4 :1I- LOr(7R1>CT02 TO Y�RIPY LOLdT%0r4 aF Y4L-CEF_ L.\NES aT 71ME OF puRlhLb CoNSTtzueTloNTb puenPE.o `� �� "I PREPAREDFOR: - CONSTRvGfIOK. IF ►�LTCE tLtIIGS a+RE httTN1A! 10' oP L�bC6kIL1G isREt� ..._-AND F_►LLEb .1.11TNStsllp, E--(( "`/-���'iii���H REL_oC&SE SObS TO 8F IO'MITItMUM• \F SEIJEE LINIMtr) CRoS5 W-LTEQ_ ? CIVIL ENGINEERS ..� ____ L\NES $OT4l ES Tt7 e� 150 LS.PRESSu21~ CLLSS. LAND SURVEYORS �~''�-- BOARD OF HEALTH '��� :LA VEVOR i - t7 - -�E�i s. �{ ----•-----• 8AR1�sTbpl� MA Yiwmi.W1 `- ..,.,. SCALE 2 4 21 8a i4. 8 CONTOURS (EXISTING) APPROVED ---DATE- CONTOURS E. D� Z ,PROPOSED) > * 1®` GATE 2N ,y21rtP) 1 TOP OF SILL=6.28 - (� 24•FRAME AND covER PROPOSED FINISH �I,,1 C+g REV1510115: 1286E - �_ TO GRADE OR =5.0' ry+ '4/h GRO.EL 4.60 TEST BY: SIEVE DOYLE 1 C /9/10: Added Plan Scale TEST PIT Ol C..EL. N A WITNESSED BY:OAWD STANTON,R.S. `T' I 1 Y NOL 03 29 10 MOTTLING EL- CERTIFIED BY: -' ' / / TESTGATT: M CHANGED MERCURY SW7 ELEV. SURFACE SO SOIL SOIL SOIL I C 24'CIA'MANHOLE COVER R `�F 8 70 10. TCH I �I .. m Sgf,P� B(n,9 TO MECHANICAL SWITCH 4.60 DEPTH HORIZON TEXTURE COLOR NOTil1NG OTHER O Al _ - ---- . ADDED WATER SERVICE R��-�'� 9/03/10' DE TE SE CE o•-u• A 5L Tom 3/2 NO - \ 06N� A NOTES AND SCALE 3.52 1 I .. 2.4 i.i�.ii:i:::v:.?:::.:: .ii:.i:::.iiiiv.5 ........ _ , . � P �� 9 26/tl� ADDED r colas-IL s.I1Asr._.... 1 T3"-2i S. LS tom 5/6 No - --•----'----� ---:-__-_ _ ;-->;_ 4" PVC SCH. 4O MECHCANICAL FLOAT SWITCH SET AT / 4.60 PRECAST CONCRETE TIGHT TANK BOTTOY Ox lE�¢SiAe NSF° sae• (TYP.J 2.25'0 611X CAPACITY FOR AUDIO AND 1 �OGVS REINFORCED WRH STEEL VISUAL ALARMS c 24'-120' C FINE SAME 23Y 6/4 No - _ ^ 'OVE -S PLAN NEW CROSS SECTION VIEW : 3.30' BOTTOM 3)IM ET 15 TO BE EQUIPPED WITH NEOPRENE BOOT OR DATUM:NGVD WATER OBSERVED 0 PERC RATE: NOTES D Tm PIRG Hac N A 1)SEPTIC TIGHT TANK TO WIHSTANO H-20 LOADING EQUAL.ALL OTlFJT MLETS AND OU11ET5 ARE TO BE :_. 2.58' :. ^ a GN R e}•CONCRETE BALLAST NONE a NONE _�MN./WCH 21 NL FIFE COI:NECTIOMS AND CONCRETE CON- 4)MIN.6•BEDDING 3/-TO 1-1/2•STONE ::..- :. _...._ .......... MONO S UC I,TO BE WATERTIONT AND WATER PROOFED. THE MID-SEAM TO BE SEALED EITHER AT FACTORY OR. TEST PIT 02 GRD.EL 4.60 TEST BY: STEVE DOYLE ONSIM TO INSURE WATERVOtIRESi GW.EL NIA WITNESSED BY:DAVID STANTON,R.S FOUNDATION BOTTOM ON LEVEL STABLE BASE o DATE: 03 29 10 MOTTLING EL_ CERTIFIED BY: PROPOSED 5.000 GALLON TIGHT TANK DETAIL r2.6O SURFACE SOIL SOIL SOIL SOIL NOT TO SCALE PROPOSED SYSTEM PROFILE - N.T.S. NANTUCKET SOUND DEPTH HORIZON TEXTURE COLOR MOTTLNG OTHER - 0'-13" A SL 10m 3/2 NO j1 LOCUS MAP SUBCONTRACTED FOR: 13'-24• B. LS TOM 5/6 N. _ it i NOT TO SCALE SURVEYING Jf.SOB-Sao-Z634 24'-120' C FINE SAND TOY 6/4 N. OHf r Assessors Mop 206 Parcel 34 % II Flood Zone: A-73 El. it' S}SJAhB/J J DOY18 B/7(1/4830T.r61199 M DATUM:NOW WATER OBSERVED C �,c NaE PERC RATE: 4z• a 29• .2 MIN./iNCH 15' � � - LAND SURVEYORS HIGH GW OBSERVED AT 2.25'NOW ON 4126,110 IN GROUNDWATER OBSERVATION WELL WIGf '' ` i 42 CDnleThttty lane,EDst£atmoldh,NA 02536 _ r r 1. VERTICAL DATUM IS NGVD.FOR BENCH MARKS WAY - J ONE SEE SITE PLAN. DESIGN ANALYSIS z. METHODS AND MATERIALS SHALL ALL CONSTRUCTION CON CONFORM TO r r TITLE V OF THE STATE ENVIRONMENTAL CODE AND Project Title TOWN OF BARNSTABLE RULES AND REGULATIONS. DESIGN FLOW: }, GROUT TO SE USED AT All POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES IN 110 GPD x 4 BEDROOM = 440 GPD �'- ' --- i ORDER TO PROVIDE A WATERTIGHT SEAL #59 -� 4. ALL EALEDP JOINTS IN SEPTIC TIGHT TANK SHALL TIGHT TANK R O IIR M NTS- 'Ek'STING � � ` - BE SEALED WITH NEOPRENE GASKETS OR ASPHALT (500%) z 440 GPD = 2,200 GPD • -SO = PAL/ G` _ L CEMENT TO PROVIDE A WATERTIGHT SEAL Short Beach Y FAfh'T. C• `_ - 5. PRECAST CONCRETE SEPTIC TIGHT TANK TO �] MINIMUM SIZE ALLOWABLE: 2,000 GALLON TANK -�,_r1-"l` _ r- __ - - WITHSTAND H-20 LOADING- MINIMUM d •d• '`'` w' ' _ 6.ALL 4'PVC PIPES IN THE SYSTEM SHALL BE 0. ~� - t J : DESIGN USE: 5,000 GALLON TANK SCHEDULE 40- 1U / ' I -"--�✓f•- J.•-. 7.WASHED CRUSHED STONE SHALL FREE OF ALL DIRT,DUST AND FINES. INVERT ELEVATIONS sgs X z TP_v I / 8.AT ALL POINTS OF INTERSECTION OF WATER LINES (Centerville) LAWN 5 4 U f - A AND SEWER UNES,BOTH PIPES SHALL BE CON - 5.3o't i r ' 2 CONTRACTOR TO BRING GRADE STRUCTED OF CLASS 150 PRESSURE PIPE AND ARE TO PROP. GROUND ELEV. AT BUILDING PROP. 5,000 GALLON _ _ I _+ BE PRESSURE TESTED TO ASSURE WATERTIGHTNESS. 330't H2O TIGHT TANK '� „ TO ELEV. 5.0' NGVD. Barnstable PROP. <"INVERT AT BUILDING P-2 9. SEPTIC TIGHT TANK,DISTRIBUTION BOX.ETC.SHALL BE V 'fi/ U MANUFACTURED BY ROTONDO O AN EQUIVALENT L{Aa PROP.GROUND ELEV. AT TANK 5.00't �/ d- LU •/�15.2 MANUFACTURER. ,Y` MAP 206 DO z. • X o 242•t PROP. 4" PVC `- C; O- .,� LAWN IO.EXCAVAIE ALL UNSUITABLE MATERIAL IN LEACHING INVERT AT TIGHT TANK PARCEL 105 �� ' SEWER LATERAL AREA AND BACKFILL WITH MATERIAL AS DESCRIBED z zs't • � � ^ APPROX. LOCATION ON PLAN. OBSERVED HGW Oj PROP. BITUMINOUS G CD • C) OF WATER SERVICE 1.HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO •-C%F/I.,•,- • .� OPERATE OVER THE LIMITS OF THE SEWAGE DIS- CON7ANF WAY '�'' POSAL SYSTEMS DURING THE COURSE OF CON- . X `- .STRUCTION OF THE SYSTEMS. Prepared For 5.000 GA ION TIGHT TA 12" CONIFER 5.7 /' - / 12.NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL Jay Bergeron 8L DISPLACEMENT: 17'x10'x5.67'x52.4 Ibs/113: = 60,147 LOS. OF S.W_. `L I �I! SYSTEM SHALL BE MADE WITHOUT PRIOR WRITTEN 9 MANUFACTURED WEIGHT OF TANK: = 59,610 Ibs X^ 5 X APPROVAL OF THE ENGINEER AND THE LOCAL T. CP (T+A S3 5.9 BOARD OF HEALTH. Joanne Crowley S.3 RA 13.THIS SYSTEM SHALL BE INSPECTED AS REQUIRED BY BALLAST REQUIRED: = 537 Ibs MPED, LA N J 5� OE Y, p TITLE V. DONED \: \ 5.1' O 20 Ru y R 11 R_ CONCRETE BALLAST: (537 Ibs.)/(150 Ibs/fl3): = 3.6 ft3 �� / \ 74.A CERTIFICATE OF COMPLIANCE AS REQUIRED BY No,Iov Tat MA ED IN 5.0'� r\ °618 BALLAST INSIDE: (3.6 ft3)/(16'x9'): = 0.02'OR 1" X , OF THE TITLE V AND AN AS-BUILT PLAN t CONTRACTOR�UPON COMPLETION OF THE ABOVE WORK. LAWN BY THE CP USE 3-INCHES OF CONCRETE BALLAST = 3 X .� L��t'•'rr' I 15.THI5 SYSTEM IS NOT DESIGNED FOR A GARBAGE J) (Atl'( DISPOSAL UNIT. ADJ. CAPACITY: 16'x9'x(5-.25)x7.48 gal/1t3: = S.li6 sal. S-7 S/L� FC //' I Sys MAP 206 A,ILWL4V1BonAeaodateet1c.•, I6.ALL UNDERGROUND UTILITIES SHOWN HERE COM- PILE PARCEL 55 ANO ARECAPPROXIMATE ORDING TO YONLY..LL SEE CCHAPTERORD N370. cA8 420 9792 1 FAX 420 9795 TIGHT TANK NOTES_ Z Eke �� 0 ACTS OF 1963,NASSACHUSETTS GENERAL LAWS. 1. TIGHT TANK SHALL BE REINFORCED PRECAST CONCRETE 3 D c`y!/N^ WE:ASSUME NO RESPONSIBILITY FOR DAMAGES WATERTIGHT AND WATERPROOF. INLET IS TO BE EQUIPPED / U -_ INCURRED AS A RESULT OF UTIUTIES OMMITTEC OR WITH NEOPRENE BOOT OR EQUAL. ALL OTHER INLETS AND OUTLETS A,l `LAWN 5.1 X `C INACCURATELY SHOWN. THE ENGINEERING DEPARTMENT T.0.(W. `�/V co S.CW SHALL BE CONTACTED PRIOR TO WORK FOR ARE TO BE SEALED. THE MID-SEAM IS TO BE SEALED EITHER u 4, O VARIENCES REQUIRED: ADDITIONAL REQUIREMENTS A5 WELL AS Drawing Title AT THE FACTORY OR ONSITE TO INSURE WATERTIGHTNESS. EL. 4.33 ``5 LAWN\ �'" I /3�ICK 8I (n LZ LOCAL REDS: DIG SAFE(PH.NUMBER 1-800-}22-4844). - �'T/(j 3E0-1 ALL COMPONENTS TOO-FROM WETLANDS. 17 N A T R H R A AREA 2. PROVIDE CAST IRON FRAMES AND COVERS TO FINISH GRADE. �x.y `. 1 C1] / .CO TR TI O SHALL O REOUI ED TOO DE A E ttt...✓✓J Fj,2' `- I X U_ TANK VARIENCE OF 2� ABOVE TIGHT TANK TO.ELEV.5-0'NGVD AS SHOYM ON INSTALLED COVERS TO BE CONSTRUCTED TO PROHIBIT ANY / N I/�' 4/I BLOC.SEWER VARIENCE OF 62'. SURFACE WATER ENTERING CONTAINMENT TANK. -.,`- I/ C .��CRf AND ARE APPROXIMATE ONLY.TIGHT TANK AS PER 310CMR 15.260 3.MECHANICAL FLOAT SWITCH SET AT 609.CAPACITY FOR AN -.�- � �- OnrC 5 f/v S v' hO N,' / 18.TANK TO BE CONSTRUCTED ON STABLE,COMPACTED `t.4.7' H�U�J BASE. AUDIO AND VISUAL ALARMS TO ACTIVATE WHEN LIQUID LEVELS // F REACHES 607,FULL. FNC� FE-nl-`,i J T 4. FACTORY OPERATOR $HALL MAINTAIN RECORDS IN ACCORDANCE / Rr/rV 31 `^,4 7• �`/.4 I,' C'C m"� r Tight lank WITH 310 CMR 18.09. ,-� !i A � SeA X 4.O' 5. FACILITY OWNER OR OPERATOR SHALL SUBMIT A.CERTIFICATE �.�f• �• WIC( LA,1'�N 2' vJ OF COMPLIANCE FORM (DEP 01) TO DEP WITHIN 60 DAYS ` /t % r+ F 7 L) PLAN OF TANK INSTALLATION. ---.__ 0.W. 0- S 5• 5' V/ 6.HOLDING TANK SHALL BE PUMPED BY A LICENSED SEPTAGE MEAN j- l Q/ HAULER WITH CONTENTS DISPOSED OF AT AN APPROVED _ ` RECEIVING FACILITY. FACILITY OPERATOR TO PROVIDE HAULER WITH _ -' _ HIOH LAWN 0.p5 ,WEV LOCAL APPROVING NG AUTHORITYNSE PLAN (TO BE APPROVED BY \•'14 C• h9 IM1�T f�•-' - X 6v� _ o0'.E Scale:t"=10' 7. ANY ALTERATIONS TO THIS PLAN MUST BE APPROVED BY DESIGN / h�TF' C OJ1, BAR r ��.,N� y 1 W P ENGINEER AND HEALTH DEPARTMENT PRIOR TO EXECUTION OF CHANGE. se,! ,�T,t R I// 1 by p 0 10 20 25 FEET 8. CONTRACTOR SHALL BE REQUIRED TO SUBMIT DEWATERING PLAN ✓�)' Dote: May 10, 2010 Drawing No. TO ENGINEER AND TOWN CONSERVATION COMMISSION FOR APPROVAL. it Y(LG Ir Design B R.D. NO WORK IS TO COMMENCE PRIOR TO RECEIVING APPROVAL OF 7 .I OEWATERING PLAN FROM THE TOWN. 2 T4� Check BY W, 9. ALL ELECTRICAL COMPONENTS AND WIRING ARE RESPONSIBILITY OF Drawn Job. No..:: R R.D..O.2.1593.10 IT Last fter.5ept. 26, 20t1 THE CONTRACTOR. � 4, of Bergeron 1 .tea .A matlnj PROPOSED DORMER 23'-0" z o 0 D„ exlSGng N N 555N N O r BALCONY ABOVE 1 a: O BALCONY - � � I I ————————— ———————— — ———— ———————— ' — NEW WND -- NEW WND 4'-0" DI cy� —S L.J�OFY I�I ul DININSROOM I 0- J WOOD DECK I I I c: a/ --J NEW WN0 [ L L--- \ v V N u DN ——— — -- _---- —DP -- —1 VI N BEDROOM#2 1F— BEDROOM03 --- ----- 1 4-+ ir.is I �/ ir.ia• = 11 1 I / — y N C v Dw / N LIVING ROOM a CO to 5L T 'm 7 N �c cD --- — I KITCHEN 7. t' 2 0 m 1 O O 2.4" CO c: U y TRANSOM DORMER i NEW—D —— _— TRAN50M DORMER ABOVE I II 7-------- N-- 1 1 -- 1 11 I CLOSET I BATH 1 II 1 zn xGa 1 DR o I I I \ 5, I I CLL L 1 / II II 1 I I I 1 \ / FOYER I I NEW WND NEW WND NEW WND o — —— _—— rr II VAULTED—G. I o BEDROOM Ilg I 11\ I II � I I I I I m PROPOSED DORMER 23'-0" of z VAULTED CLNG. I I •x \ 1 I I I I srooR —I r— I I I 1 p I I I ILF waD j DN z ��/ 2'G'.G,B 0 s z NEW—0 —————— I TRANSOM ORMER ABOVE 41 N 4 W e" 5-8.. 1 I Rrl 0 HALL S TRAN50M DORMER exlsklnJ C%IStln9 G O C I a i \ UJ BATH ifs W I I J 4° 0 Z J I I R. N II ° 0 0 SHOWER in 05 I SMART VENT O 7 0� 0o W Z rz B V ' D W °a 1 1I I I I 3 PULL ST IRDN. II OPEN iO CUPOLA ABOV�_ GARAGE - O O STORAGE/UTILITY i i W m LL J 1- O Lu U) proposed proposed O N WND SMART VENT NEW SLIDING GA E DOOR SMART VENT proposed = SECOND FLOOR PLAN FIRST FLOOR PLAN O 5'_3" WND � NEW 5_3" � H D_ 1/4"=V-0" 1/4"=1'-0" it exlsGng existing w K ~ a � DATE: 01 I06/2016 SCALE: AS NOTED ' DRAWING#: A2 - 5 THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE EIGHTH EDITION/120 MPH WIND ZONE ANCHOR BOLTS @ MAX 36.O.C. t G.-I2'PROM END Of PLATES, BOU EMBEDMENT MIN.7- USE 3k3-x I/4-PLATE WASHERS top of foundation —�elev.12.0' — AROUND FOUND.PERIMETER TYPICAL P.T.(2)2x8 SILL PLATE xnth NEW 10'THICK POURED CONCRETE 5/8'ANCHOR BOLTS O.C. FOUNDATION WALL ON 12k20- FROM END OF PLATES, t5 VERT.t HOR1Z.@ 18'O.C. GARAGE above CONTINUOUS CONCRETE FOOTING BOLT EMBEX BOLT MIN.]' I I/2'COVERAGE ON INSIDE ,h USE PLATE WASHERS TYPICAL IN ALL FND.WALL5 4-THICK POURED CONCRETE SLAB FLOOR #5 VERT.<HOM.@ 18•D.C. CRAWL SPACE I 1/2" WTH 6k6'-1 Ok)0'W.W.M.ON CLEAN I )/2'COVERAGE ON INSIDE pp COMPACTED GRANULAR BASE - F 2'CONCRETE DUST CAP ON 10 MIL VAPOR RETAINER existing grade SUP —� elev.0.3' CONCRETE FOUNDATION/CORNER DETAIL NEW 10'THICK POURED CONCRETE SMART VENT IN T — f SCALE:1/2'=V-0' N FND.WALL BEYOND 30'x30'xl2' ° e� FOUNDATION WALL ON 12k20' CONTINUOUS CONCRETE FOOTING P S TYPICAL THICK WITH (3) 5 BARS INGS EACH N N WITH(3)IV BARS EACH WAY (TO RECEIVE(ALLY COLUMN-BEYOND) IN FOOTING CONTIN.(2)#5 BARS-HORI2. 38'-1 O"+/- TYPICAL SITE ADJUST TO MATCH EXISTING SITE ADJUST TO MATCH EXISTING S2 SECTION THRU new FOUNDATION @ house&garage eX15t n9 F a� A 4 114"=1'-0" AROUND POUND.PERIMETER P.T.(2)2x8 SILL PLATE v' WITH 5/E.ANCHOR BOLTS @MAY 36.O.C. ' DEPRESS T.O.FND.WALL 6 6'-12-FROM END OF PLATES, J 10'DIA.CANCRETE SONOTUBE5 TO 8-ABOVE GRADE 1 2" V 2'-O" 2'_O" BOLT EMBEDMENT MIN.7' t ON CONCRETE 28-DIA.'BIG FOOT`PTG. ®EA.END �'- \ /i \ / USE 3k3'x I/4'PLATE WASHERS N •�• � }r G IAI • 4'_0" m I I I • I� � (n c10 / — �N> / IZw� f � G E M top of foundation / I C 00 AROUND FOUND.PERIMETER: -—�elev.12.0' \ f———_p I I e%istin8�2x6 FLOOR JOISTS @ 16"O.C. I V} O P.T.(2)2x8 SILL PLATE vnth I — I'c O 5/8-ANCHOR BOLTS @MAY 36'O.C. ——— X 6'-12-FROM END OF PLATES, I _ • I O'-O" BOLT EMS NMENT MIN.7' NEW O'THICK POURED CONCRETE USE 3k3'x I/4'PLATE WASHERS FOUNDATION WALL ON 1 2k20- r CONTINUOUS CONCRETE FOOTING - F 30- 30' 30' r -- N P.T.2x10 P P P 'PROPOSED #5 VERT.#HOR12.@18-D.C. 2.6 WALL F---/ \ P.T.(1)2x10 O AILER� (3)2x6 (3)2x6 CRAWL SPACE I I 0 1 1/2-COVERAGE ON INSIDE CRAWL SPACE L——— +• 11 2'CONCRETE DUST CAP1- j 0 I —•J J30' }30; I J30' DUST CAP ONc 0 MIL VEAPOR RETAINER I • I 6' ON 10 MIL VAPOR RETAINER DROP T.O.FOUNDATION WALL ..� o I— r ——, I 0 TYPICAL: TO 8•ABOVE GRADE r- 1 ___ I 3 1/2'DIA.CONC.LALLY existing grade F————J I ut r COLUMNS ON 30N30'x 12' elev.4.3' I C I r— L_v TNCKCONC.FOOTING5 _ _ _ WITH(3)XS BARS EACH WAY } ? O —J existing 2x6 FLOOR OISTS m existing 2x6 FLOOR JOISTS _I I W 30k30'x 12- O I I I @ i6"O.C. 'a @ i6'O.C. THICK CONC.FOOTING5 exi5Gng U IN FOOTING CONTIN.(2)#5 BARS-HORIZ. WITH(3)#5 BARS EACH WAY (TO RECEIVE-ALLY COLUMNS-BEYOND) I I • I P m 30' p,m 30' I I z —P.T.2x10 NAILE J EX15TING 22'-C"+/- J30. UP J30• � • i --° - --°F-- � - -- I-- -� . IN Z r I W o S1 SECTION THRU new FOUNDATION @ house w ° wI • I Pj — _— — — o P.T.2xl0 NAILER— A 4 1/4"=1-0" I• b W Z J30' I • I r R I TYPICAL: J . NEW 10-THICKPOUREDCONCRETE 1 J 6 existin 2x8 FLOOR JOISTS �'a1 /1\ M FOUNDATION WALLON 12'x20' O O 3 I P.T. 310 / CONTINUOUS CONCRETE FOOTING LL Cl — W/XS VERT.#HORR.@ INSIDE O.C. / I I/2'COVERAGE ON INSIDE W r—————— AND CONTIN.(2)#5.BAR51N FOOTING Z • 10-DIA.CONCRETE SONOTIJ PROP.TOP OF FND. ELEVATION 12.0' • F ON CONCRETE 28-DIA.'BIG FOOT'PTG. - - - • I I L L-8'-4"---- 0 O W Z —t-3 4 • I -Strng •I I —5t—j C () LU awl I I . I mg` U) W W Z ° I I 8x l6 I I J F o J L —VESMART J • L NT— • O OH z DROP TOP OF FOUNDATION WALL I O • I DOWN TO+/-/-8'ABOVE FINISHED GRADE 4'THICK POURED CONCRETE SLAB FLOOR / MTNG'x6'-ION10'W.W.M.ONCLEAN I I W N I COMPACTED GRANULAR BASE PITCH 2'TO O.H.DOOR I • I F LL 5MARTVENT5ABDVE- PICAL I I FOUNDATION PLAN LL ~ DEPRESS T.O.FND.WALL DATE: 11/23/2015 FOR GARAGE DOOR —— — — — I 1/4��=��_U1, SCALE: AS NOTED NEW IO'THICK POURED CONCRETE DRAWING M FOUNDATION WALL)N 12k20' cxlSGng CONTINUOUS CONCRETE FOOTING A3 - 5 THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE EIGHTH EDITION 1120 MPH WIND ZONE RAFTER Q 16.O.C. U 8'-O° • PRO UPOLA 0 H P.C 2.5�EA.RAFTER (3)1 N4•x 18'LVL RIDGE BEAM AT TOP-SPUCE EACH SIDE 12 (I)1 3/4'x 9 1/4'LVL HIP R. TOP PLATE 9D (1)1 We,91W LVL HIP R. EXISTING COLLAR TIES (2)210 HIP RAFTER 2x8 ROOF RAFTERS Q I G'O.C. I 2x6 CEIUNG JOISTS®I G'O.C. flat Ceiling EXISTING ROOF RAPIERS -' SIMPSONH 2.SA CUPS I I p.h.@ dormer II RIDGE BAND STRAPS (1)1 3N6'x 11 7/6-LVL RIDGE BEAM 11 51MP50N H 2.5A CUPS 2xB ROOF RAFTERS®IG'O.C. RAFTER TO PLATE CONNECTION EXISTING ROOF RIDGE W/5/8'CDX PLYWO.511EATHING A SCALE:N.T.S. TYPICAL(dJ EACH RAFTER /^ BEDROOM#2 t RED CEDAR ROOF SHINGLES TRANSOM DORMER / _____—_ _\ axistin8 21 CEILING JOISTS 16'O.C. __ p N N II N N o II BEDROOM STORAGE/UTILITY I EX15MNG WALLS POWDER BATH W&D BEDRryII CL KITCHEN DINING ROOM EXISTING WALLS II II firs[floor D oudaE;FLOOR JOISTS i6'O.C. II first floor elev.13.0' -- �elev.13.0' EXISTING FLOOR J015T5 top of foundation elev.12.0' (3)1 3M'x 11 7/8•LVL HDR exi 2x6 FLOOR JOISTS�16.O.C. tOp Of fOundallOn- elev.12.0' P.T.22x10 (3)13L4"x91/d'LVL GIRT - P.T.2r.10 4 G'ANCHOR BOLTS Q MAX Y O.G. I x DECKING ON P.T.2x 1 O ATTACH F-T5 TO(212x 10 W/ 5/8•ANCHOR BOLTS F MAX P'O.C. j 1 t 6'-I12 FROM END OF PLATES. NEW 1 O•THICK POURED CONCRETE !G'-2•FROM END OF PLATES. 0J BOLT EMBENTMENT MIN.T DECK JOISTS Q 16'O.C. APPROVED 51MPSON POST CAPS FOUNDATION WALL ON 12k20' BOLT EMBENTMENT MIN.7' USE 3k3'x IM'PLATE WASHERS COMINUOU5 CONCRETE FOOTING USE 3'x3'x 1/4'PLATE WASHERS V C V CONTNUOU5#5 REBAR5 CRAWL SPACE P.T.4x6 POSTS 4'THICK POURED CONCRETE SLAB FLOOR GARAGE CRAWL SPACE — L`°i) WITH 6k6'-I Ok 10'W.W.M.ON CLEAN N (2)Q TOP t BOTTOM OF FND.WALL COMPACTED GRANULAR IIA5E CONTI NUOU5#5 REBAR5 N (2)®TOP t BOTTOM OF MD.WALL ATTACH 4x6 P.T.P0515 TO 50NOTUBES W/ 2'CONCRETE DUST CAP APPROVED SIMPSON 4x6 POST BASE/ANCHOR 3 1/2'LALLY COLUMN ON I O MIL VAPOR RETAINER (10 existing grade existing grade N c:L-0 III elev.4.3' � elev.4.3' �— C r OT — — _ L_ J —II _ I.. — O'DIA.CONCRETE SONOTUBES 10 SMART VENT IN T M I ON CONCRETE 2&'DIA.'BIG FOOD FTG. NEW 10'THICK POURED CONCRETE FND.WALL BEYOND L II E O FOUNDATION WALL ON 12k20' TYPICAL O, OCO 30k30'x12' CONTINUOUS CONCRETE FOOTING WITHK(3)#5 BARS v Q } O B IN FOOTING CONTIN.(2)#5 BARS-HORIZ. IN FOOTING CONTIN.(2)#5 BARS-HORIZ. I 0'-8"+/- MATCH EX15TING 8'-O" ALIGN W/REAR WALL 9'-8"+/- 38'-10"+/- 9'-4" SITE ADJUST TO MATCH EXISTING 517E ADJUST TO MATCH EXISTING O S3 SECTION THRU BEDROOM&WOOD DECK ON NEW FOUNDATION S2 SECTION THRU MAIN HOUSE,GARAGE&CONNECTOR ON NEW FOUNDATION A 4 va =r-a A 4 1/4" V-0" TETI W - RIDGE BAND STRAPS z Z 2x8 ROOF RAPIERS Q 1 G.O.C. (3)1 3�4•x 1G LVL RIDGE BEAM N A I L I N G S C H E D U L E W/5/8'CDX PLYWD.SHEATHING W !RED CEDAR ROOF SHINGLES MB[R Or UMBER Or NIL SPACING 2x8 CEILING JOISTS Q 16'O.C. PROP.DORMER BEYOND JOINT DESCRIPTION coMMON NULI eox NN�s \ H a BEAM!STRAP 51MP50N H 2.5A CUPS / \ \ existing flat ceiling ROOF FRAMING W m DL�LSTA®EA.RAPIER / / F \ WM BOARD RA (DOE INLED) 2 TO RNrCR(CND uul[D3-Ii 6d [aGI CND \ existing p.h.@ dormer W DISTANCE \ \ WALL FRAMING J �\ 2NEW DORMERS: r \ \ N „OP-TES AT iNT[RE—ON5(FACE NAIED) - s-i Gd ATJ11NT5 J NEW 2xG STUD WALL W/ / \ \ E —TO STUD VAce NNLED) 2-i 6e 2a'O.c. 5 I,FBGL INSULATION, //prop/II proposed \\ \\ 12" u _ ADER To H[A»ERLrACe NNLEDI icd z,-o.c.ALONG I-Es O d! I/2-PLYWO..HOU5EWRAP t SIDING TO MATCH EXISTING �A�TH I BEDROOM \ + FLOOR FRAMING W �( 12" / II \ PROP.BALCONY r F •//li-� RIDGE BEAM I \1 BEYOND SLOCuxG To Si ROe ualeD)eR Roe xuleD) 3-16e A-IOe PER JOi p W Z sin oR TOP Purerroe Nuleo) Acn e�occ W existing second floor �� � 0 _ Iy NOTE: DGER S—TO 5—OR&I—R(PACC NAI—) 3de 3 iD6dd C.I Jo15T exietirp 2x FLOOR JOISTS®16"O.C. __ Jo15T ON LEDGER io BCAMnoe NAI-) - PER JOIST x RIDGE STRAPS ARE NOT REQUIRED WHEN AND JOIST To.aisT RUD NateD) 3liu <-i 6d "RJoisT COLLAR nE5 OF NOMINAL IxG OR 2x4 existing ceiling BuuD XxST TO IiL OR TGP PLATE(roe xNlED) - 3-i 6e W WMBER ARE LOCATED IN THE UPPER THIRD (2)1 N� . 1AF LVL (2)1 3�4'x 81/d'LVL OF THE ATnC SPACE AND ATTACHED TO 2 ROOF SHEATHING a Q RAFTERS U51NG 5)I Od NAILS EACH END N wooD STRucTURAI PAu[L5 existing EXISTING WALLS. RPFi[R5 OR TRv55[S SPACED UP TO i6.O.C. Od [DGUG'NEto \ LIVING ROOM + RArreRs oR TRusses sPAceD oven ico.c. I �Dd <•eoccc nELD (� B RIDGE BAND STRAP BLEENDw t ° T a w,xe oR RANETRUss,TINE[OveRnnNG T•CDGM'rieNO 5CALE:N.T.5. n GABL[CNDwALL RAKPOR RAKE iRu55.45iRUCTURAL M EDGP.G FfLD W W LANE RARE OR RAxc MIS W—OUT SLOCTI I Oe eDGEw'n¢D m 5/8'ANCHOR BOLTS MAXY O.C. first floor GAME Exo m F @+ elev.13.0' CEILING 5HEATHING z t 6'-I2•PROM END OF PLATES, axlstln8216 FLOOR JOISTS®i6"D.C. top Of foundation LBOIRp 5e cootCRs - O BOLT EMBENTMEIJT MIN.7• _ elev.12.0' TrPSUM wu USE 3k3'x 1/4'PLATE WASHERS (3)1 3.4•x 91/4'LVL GIRT - WALL SHEATHING DcuornD C H NEW 10'THICK POURED CONCRETE FOUNDATION WALL ON 12x20' sv DE STRUCTURALPANELS G, U) LU CONTINUOUS CONCRETE FOOTING DS SPACED UP T02a•o.c. Toe eDGUiPrrelD proposed &•IUD x%;riB[RNOARo ANe1s - 3•eDTcs•rielo _ CRAWL SPACE 2x6 WAL WITH 6'BREAKAWAY DOOR JP GweuM wAueoARD P ecoacRs vla rind F CONTINUOUS#5 REBAR5 L) (2)Q TOP t BOTTOM OF END.WALL FLOOR 5HEATHING Lu 2'CONCRETE DUST CAP DROP T.O.FOUNDATION WALL WOOD STRURURAI ILL O F 31/2'LALLY COLUMNS ON IO MIL VAPOR RETAINER TO B' O..=, 1-0R LESS i0a :-E- 1•1111D elev.4.3' a F existing grade GREATER THAN I- i6d d'EDGP'"LLD L_ J —J z DATE: 01/06/2016 'x12•THICK " ' THICK CON0.FOOTINGS R SCALE: AS NOTED IN FOOTING CONTIN.(2)#5 BARS-HOW. WITH(3)#5 BARS EX15TING 22'-a'+/- $1 SECTION THRU MAIN HOUSE ON NEW FOUNDATION DRAWING a: A 4 va•=r-o• A4 - 5 THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE EIGHTH EDITION/120 MPH WIND ZONE 1 3/4'PLYWOOD 5UBFL0OR t BTM PLATE Z IUM Jolsr F/;N FLOOR TO FLOOR CONNECTION SCALE:N.T.S. DBL TOP PLATE 2x 57UD5®16.O.C. 2x8 ROOF RAFTERS @16"O.C. M5TA 3O'I G GA.16'O.C. PROPOSED DORMER 23'-O" I 73" 70" 89" W O PROP.GABEL DORMER exlsGng z0 N N to CJ O I BALCONY-CANTILEVERED � O BALCONY BELOW I �, -- r-------- -------- ------ N I I Idx8 POST TO (2)1 3�4"z 91I6"LVL (2)2x10 HDR. 2D 1 1 I 1I yI I WOOD DECK BELOW — � t V N I I I I I I V I I I 11 I I I 1 I J + I I I' I18"LV I RIDGEAM I I I I I m o m Ul 3 1 3�d"x L 3 1 I IN4"x 18"LVLI RIDGEI BEAM r ,� �sQe� N 'C N 2x8 DORMER RAPPERS -� O ,v cu N CL00 I I I I I I I I I I I I I I I I 8 +� \-z � � 8 1 existing 2x 2nd floor joists @ 16"Ox. N m Op 10 tf n'1 PROP.DORMER V T O v IF R IIF I O ILl I [77 (2)1 3'd'x 9 1/4'LVL 2 6. ----J JREMOVEEXIST.CEILING JOISTS 0 (2- NOR ——— ———————————————————— CREATE VAULTED LING CEI I `= 1 1 3�4"x 11]/8"LV L IDGE BEAM _ s o o£ I pj PROPOSED DORMER 23'-O" �- RIDGE BEAM ABOVE ——— FRONT 5TOOP BELOW V1 , (2)2X8OPEN WOr6z @ DORMER I 2)2x8 Z 2.8 DORMER RAFTERS W _g" 5�_g" .,5bng ®18.O.C. =,5hng Q PROP.DORMER exist ceiling joists /2'COX SHEATHING CONTINUOUS LVL HEADER /A � c yJ W Z > I I O � I NAIL 8J COMMON KJN HFAOER r---------J_------ ------J —, NAIL TO KINS®3'O.C. TO G STUD cc IW I I W v I NAIL TOP PLATE t 2-5/8'ANCHOR BOLTS TO BTM.OF HDR. �2F P' I W 2 2x W 3N3'PLATE WA511ER5 2 ROW5 I GJ NAII.5 O r z z — 0 3'O.C. Lu '. - exist RIDGE BD. P O n Jj I PULL DN. 104 OPENING P U C E EACH SIDE p 10 I STAIR i + FOUNDATION (I)13/4'x91/4'LVL P 2 • II e Q Z I I 3 I � I _ L——————— ————————— ———————J Q b O" (3)1 3'4'x 11 T/B'LVL HDR E NARROW WALL BRACING O exl5ting SCALE:N.T.5. PROP.CUPOLA :aL =Isbng ROOF FRAMING PLAN 2x8 FLOOR JOISTS @ 16"O.C. _ 1/4"=V_p,. O w j a � SECOND FLOOR FRAMING PLAN DATE: 01/06/2016 1/4"=V_01, SCALE: AS NOTED DRAWING#: - THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE EIGHTH EDITION 1120 MPH WIND ZONE A5 - 5 24" DIA. CAST IRON COVER`S „ Revisions: AND FRAME (Tr) 1 TOP OF SILL=6.28 24 FRAME AND COVER PROPOSE-D FINISH C;p 12866 GRD. EL. 4,60 TEST BY: STEVE DOYLE TO GRADE GRADE - 5.0' '9j ».aa� »• MIN. "' .�. CL 5/29/10: Added Plan'Scale TEST PIT #1 GW. EL. N/A WITNESSED BY: DAVID STANTON, R.S. 1soO CoMIN DATE: 03 29 10 MOTTLING EL. CERTIFIED BY: ?" --*-L- �•��••-�•- "w-^-"�•�- VER �•� G� C�� / / { 24" DIA. MANHOLE COVER � z,. M P 8 10 10: CHANGED MERCURY SWITCH ELEV. SURFACE SOIL SOIL SOIL SOIL :; ` DEPTH HORIZON TEXTURE COLOR MOTTLING OTHER _ _ F TO MECHANICAL SWITCH 00 SNO�� �'�O 4.60 �� - ' 9/03/10: ADDED WATER SERVICE 0 -13 A SL 10YR 3/2 NO �N �Q 3.52 rL 2.42' C, _r, , _,,,__, _ ,.,_ •. .•3' CONCRETE BALLAST •. • 9/26/11: ADDED NOTES ANC? SCALE El 13"-24" Bw LS 10YR 5/6 No - ., ., r . - ;.... ...:::... . : :. ...:. ........ :..: 4" PVC SCH. 4O 4.60 PRECAST CONCRETE TIGHT TANK ;,•asbTroM ON i.Ev,= STAB . •B :+ 2.25' p MECHCANICAL FLOAT SWITCH SET AT(� •.o �L�+ w•• �45F,�, O,gg• (TYP.) 60� CAPACITY FOR AUDIO AND "+*r" OCVS 24"-120" C FINE SAND 2.5Y 6/4 No - REINFORCED WITH STEEL �'"A ''A��''` A VISUAL ALARMS. o � pvE -5.40 PLAN VIEW CROSS SECTION VIEW 3,3C) C BOTTOM 3) INLET IS TO BE EQUIPPED WITH NEOPRENE BOOT OR Top PERC HOLE PERC RATE: NOTES DATUM: NGVD WATER OBSERVED 1) SEPTIC TIGHT TANK 70 WITHSTAND H-20 LOADING EQUAL. ALL OTHER INLETS AND OUTLETS ARE 70 8E BEN GN ?,1D NONE NONE N/A / SEALED. " -2.58' 63" CONCRETE BALLAST o Q MIN. INCH 2) .ALL PIPE CONNECTIONS AND CONCRETE CON- 4) MIN. 6" BEDDING 3/"TO 1-1/2 STONE '��� � "" """ ' ' """"" """""" ' TR :..........:......11 ONG S UCTION TO BE WATERTIGHT AND WATER PROOFED. "' �" THE MID-SEAM TO BE SEALED EITHER AT FACTORY OR. -3.42 _ TEST PIT #2 GRD. EL. 4.60 TEST BY: STEVE DOYLE ONSITE TO INSURE WATERTIGHTNESS. FOUNDATION BOTTOM ON LEVEL STABLE BASE In GW. EL. N A WITNESSED BY: DAVID STANTON, R.s. PROPOSED 5,000 GALLON TIGHT TANK _DETAIL a DATE: 03 29 1a MOTTLING EL. CERTIFIED BY: ELEV. SURFACE so1L solL solL solL NOT TO SCALE PROPOSED SYSTEM PROFILE -- N.T.S. SOUND N AN TU CKET 4.60 DEPTH HORIZON TEXTURE COLOR MOTTLING OTHER 0"-13" A SL 10YR 3/2 NO 3.52 .. ``` � t r /��++ ` / LOWS MAP SURVEYING FOR: 13"-24" Bw LS 10YR 5/6 No '• .. ' --- r r NOT TO SCALE 2.60 �'.. � �`'�� ` ' I t off. 5'08--540-2534 �`�'' OHS• i i Assessors Map 206 Parcel 34 24"-120" C FINE SAND 10Y 6/4 No ` ` �•� � ����� � -5.40 Flood Zone: A-13 El. 11' StBPIl+dll) d DOA ,end A88001at@8 BOTTOM PERC RATE: DATUM: NGVD WATER OBSERVED ® TOP PERC HOLE �•� / t " <2 MIN./INCH '~ ,. �5 ' �� ; r NOTES LAND SURVEYORS 42 m 29 HIGH GW OBSERVED AT 2.25' NGVD ON 4/26/10 IN GROUNDWATER OBSERVATION WELL. ` ~ '' �.� YYI D� !!,,,,'' �� J �" rr 42 Canterbury Lam, East Falmuth, HA 02536 1. VERTICAL DATUM IS NGVD, FOR BENCH MARKS OHE � SEE SITE PLAN. • • ; . •• `. rtr I 2. UNLESS OTHERWISE NOTED, ALL CONSTRUCTION DESIGN ANALYSIS '» ..• r METHODS AND MATERIALS SHALL CONFORM TO • i TITLE V OF THE STATE ENVIRONMENTAL CODE AND Project Title • • • •. •q ••; . `• ,� `�•--� -,. t TOWN OF BARNSTABLE RULES AND REGULATIONS. DESIGN FLOW: ''`.�•� . • . , , :_ • .• .; . • �__� � �� r .. • : • ' '�- r / 3. GROUT TO BE USED AT ALL POINTS WHERE PIPES .� ,.. , • - , ENTER' OR LEAVE ALL CONCRETE STRUCTURES IN 110 GPD x 4 BEDROOM = 440 GPD •� :'• • • ,- ;.. • • •. �-.,_ _ • .. .. r �., ORDER TO PROVIDE A WATERTIGHT SEAL. ' • • •, ,�'' :a t _ •: • •.• '`"''�+�.. --•..-� ```��� 4. ALL SHIPLAP JOINTS IN SEPTIC TIGHT TANK SHALL #59 TIGHT =ANK REQUIREMENTS:_ .; ISrjNG ' , • " -,.�� BE SEALED WITH NEOPRENE GASKETS OR ASPHALT • •p!� V .J'».• ,• ••,• I CEMENT TO PROVIDE A WATERTIGHT SEAL. P s •. _. - EA��N . •. . . ' •• . ` Short Beach (500 %) x 440 GPD - 2,200 GPD •0' .:`''- �' ... �•� G. �� . ' `'� ••. ! 5. PRECAST CONCRETE SEPTIC TIGHT TANK TO MINIMUM SIZE ALLOWABLE: 2,000 GALLON TANK �• ' • , • , ' �` "`�-; ,' rl .� WITHSTAND H-20 LOADING. Road 0'0' �� S -�� •�~"'`- •'I 1• ••. 6. ALL 4" PVC PIPES IN THE SYSTEM SHALL BE DESIGN USE: 5,000 GALLON TANK n • ``' Q i �' o . SCHEDULE 40. . / • • • • . •• • 7. WASHED CRUSHED STONE SHALL FREE OF: ALL a 0. 0 .• - DIRT, DUST AND FINES. SAS X � �, +� TP-•- .+• • :'• • •�- + • ' • • ••, .-. • 8. AT ALL POINTS OF INTERSECTION OF WATER LINES (CentervIllej •il I INVERT ELEVATIONS: LAWN . 5. 4 C� 4 A I a a I .4 " AND SEWER LINES, BOTH PIPES SHALL BE CON- PROP. GROUND ELEV. AT BUILDING 5,30't PROP. 5,OOO GALLON `�` CONTRACTOR TO RING GRADE BE PRESSURE TESTED CTED OF CLASS ITO ASSURE50 R WATERTIGE PIPE HTNESS. ARE TO H2O TIGHT TANK , `, p TO ELEV. 5.0 N GVD. Barnstahle PROP. 4" INVERT AT BUILDING 3.30 9. SEPTIC TIGHT TANK, DISTRIBUTION BOX, ETC. SHALL BE U �J P-2 Y ° 4 a 5,2' C� MANUFACTURED BY ROTONDO OR AN EQUIVALENT PROP. GROUND ELEV. AT TANK 5.00'f 1J d- LLl 4 ' MANUFACTURER. ma MAP 206 ., � � X-0 • . X INVERT AT TIGHT TANK 2.42f I PROP. 4 PVC �- � ' � Q° °. y° d ''' ~ LAWN 10.EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING PARCEL O 5 SEWER LATERAL e ` 4 ' AREA AND BACKFILL WITH MATERIAL AS DESCRIBED 2.z5't ° � a � . � �` APPROX. LOCATION ON PLAN. OBSERVED HGW BITUMINOUS +,6 " P d ° a .• q? �' - • OF WA ItR SERVICE 11.HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PROP. 8 , ( ' /' OPERATE OVER THE LIMITS OF THE SEWAGE DIS- �\ CON CRE I VEWAY '4 ./� a �''� POSAL SYSTEMS DURING THE COURSE OF CON- Prepared For OQO GALLON TIGHT TANK:_ x , 110, ° •p ° -�, 2" CONIFER sTRucTION of THE SYSTEMS. p 5,7 i (' � . �" 12.N0 FIELD .MODIFICATIONS TO THE SEWAGE DISPOSAL �� Bergeron Q DISPLACEMENT: 17'x10'x5.67'x62.4 lbs/ft3: = 60,147 LBS. OF S.W. y _`'`�-.� 4 . A ,1 SYSTEM SHALL BE MADE WITHOUT PRIOR WRITTEN y B g X i 5 Q .'.� °r X s APPROVAL OF THE ENGINEER AND THE LOCAL IST. CP I �,� S,3 5,g BOARD OF HEALTH. Joanne Crowley MANUFACTURED WEIGHT OF TANK: = 59,610 Ibs rJ, � � � RA 13.THIS SYSTEM SHALL BE INSPECTED AS REQUIRED BY BALLAST REQUIRED: = 537 Ibs TO 8E PUMPED LA ` �5 O� X QTI A AN D ON ED `1 5. 1 O TIE V. 20 Rascally Rabbit Rood CONCRETE BALLAST: (537 Ibs.)/(150 Ibs/ft3): = 3.6 ft3 -p `°' 14.A CERTIFICATE OF COMPLIANCE AS REQUIRED BY Mcrstons Mills, MA AN FILLED IN (� 5 0' �� CJ• TITLE V AND AN AS-BUILT PLAN 0264a BALLAST INSIDE: 3.6 ft3)/(16'x9'): = 0.02' OR 1" . OF THE SYSTEM MUST BE OBTAINED BY THE , ; . ::. •.. ;'. N Q `,P X r` CONTRACTOR UPON COMPLE11ON OF THE ABOVE WORK. USE 3-INCHES OF CONCRETE BALLAST = 3" X LAW (� LAWN ' :.; •'•• a '• '' •''' ''+• LAWN 15.THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE 5 0) DISPOSAL UNIT. • ADJ. CAPACITY: 16'x9'x(5 -.25)x7.48 gal/ft3: = 5,116 gal. o� �'�, yR, ��- n A. k Maw AssodatBs ki>c. tj CO 28 MAP r 16.ALL UNDERGROUND UTILITIES SHOWN WERE COM- 0 PARCEL 5 5 AND ARE APPROXIMATE(D PILED ACCORDING TO VONLYY LESEECCHAPTERORD N370, 50$ 420-$792 FAX 420-$795 TIGHT TANK TES: �• � � � ..� ACTS OF 1963, MASSACHUSETTS GENERAL LAWS. +�X, IS T �/ 0) WE ASSUME NO RESPONSIBILITY FOR DAMAGES 1. TIGHT TANK SHALL BE REINFORCED PRECAST CONCRETE �` 3, ��`/ /' y INCURRED AS A RESULT OF UTILITIES OMMITTED OR WATERTIGHT AND WATERPROOF. INLET IS TO BE EQUIPPED LAWN 5, 1 + X ``L C/ INACCURATELY SHOWN. THE ENGINEERING DEPARTMENT WITH NEOPRENE BOOT OR EQUAL. ALL OTHER INLETS AND OUTLETS T.0,W. N 00 5,6 SHALL BE CONTACTED PRIOR TO WORK FOR �i' VARIENCE RE UIRED: ARE TO BE SEALED. THE MID-SEAM IS TO BE SEALED EITHER `� /J js QR/ 4,& T� Q X - ES RED ADDITIONAL REQUIREMENTS AS WELL AS Drawing Title E L. 4. 3 3. 9 c '`�' LOCAL REGS: DIG SAFE (PH. NUMBER 1-800-322-4844). AT THE FACTORY OR ONSITE TO INSURE WATERTIGHTNESS. 5 , IAVI N 360-1 ALL COMPONENTS 100' FROM WETLANDS. 2. PROVIDE CAST IRON FRAMES AND COVERS TO FINISH GRADE. "!'• •..„ 5 2' �-""� �� TANK VARIENCE OF 22' 17.ABOVE TIGHT SHALL BE REQUIRED TO GRADE AREA INSTALLED COVERS TO BE CONSTRUCTED, TO PROHIBIT ANY °`"�• r X C� ABOVE TIGHT TANK TO ELEV. 5.0' NGVD AS SHOWN ON ., �� Ri VR� AND ARE APPROXIMATE ONLY. SURFACE WATER ENTERING CONTAINMENT TANK. .., BLDG. SEWER VARIENCE OF fit. 4,g Q TIGHT TANK AS PER 310CMR 15.260 N ` '`\\ � O rC ` ```�. \` S�) r CU�� �� �}' 18.TANK TO BE CONSTRUCTED ON STABLE, COMPACTED 3.AUDIO ANDCAL VIISUALOAT AL RMISCH SET AT TO ACTIVATE MENACITY LIQUID FOR L LEVELS �,` •►,, ,` �T�` �� , 4. 7' -' RCJ&S �''�- BASE. REACHES 60% FULL. F N D F W. ,�'� �Nce- X m� .� Tigh t Tank 4. FACTORY OPERATOR SHALL MAINTAIN RECORDS IN ACCORDANCE `'. /�/ 51 4. 7 x WITH 310 CMR 18.09. ,` '\: S�� X 4, 9$ ` . 2' 5. FACILITY OWNER OR OPERATOR SHALL SUBMIT A CERTIFICATE , �/, �qCC LAWN x PLAN OF COMPLIANCE FORM (DEP 01) TO DEP WITHIN 60 DAYS 5, 2' OF TANK INSTALLATION. , X 6. HOLDING TANK SHALL BE PUMPED BY A LICENSED SEPTAGE M�,q fv "'�����,�„�, HAULER WITH CONTENTS DISPOSED OF AT AN APPROVED _ HAG RECEIVING FACILITY. FACILITY OPERATOR TO PROVIDE HAULER WITH LAWN A SPILL CONTROL AND RESPONSE PLAN (TO BE APPROVED BY --___ \ W/, 7 + X p LOCAL APPROVING AUTHORITY). Z �j� DN y� •,� � \ rJ. 2 ps�g , 7. ANY ALTERATIONS TO THIS PLAN MUST BE APPROVED BY DESIGN r '4ETE q�O/V�, T 0 10 20 25 FEEL ENGINEER AND HEALTH DEPARTMENT PRIOR TO EXECUTION OF CHANGE. q WATERING PLAN �'4( �' �"� ' Date: May 10, 2010 Drawing No. 8. CONTRACTOR SHALL BE REQUIRED TO SUBMIT DE 0 L TO ENGINEER AND TOWN CONSERVATION COMMISSION FOR APPROVAL. .� Design B . R.D. NO WORK IS TO COMMENCE PRIOR TO RECEIVING APPROVAL OF �� �, Y[Z4[tt DEWATERING PLAN FROM THE TOWN. Check By. A.M.W. 0 } ` Drawn BY: R.D. 9. ALL ELECTRICAL COMPONENTS AND WIRING ARE RESPONSIBILITY OF / ,� Job. No.: 2.1593.10 THE CONTRACTOR. Last Rev:Sept, 26, 2011 of Bergeron N LOCUS TEST HOLE LOGS NOTES: 4H �� Ili�lll=III LEV 1. VERTICAL DATUM. NCVD S' 4 MIL POLY ENGINEER. THOMAS McLELLAN, P.E. ENGINEER. RICHARD FAIRBANK, PE. 2. MUNICAPAL WATER IS AVAILABLE. 5.1 26' ASPHALfi1C DATE: 3-5-02 WITNESS: JERRY DUNNING S. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM. �-SEALING PERCOLATION RATE: < 2 MIN/IN DATE. 1-22-88 & 2-19-88 4. ALL PRECAST UNITS TO CONFORM WITH AASHTO H-10 & H-20 • . PERCOLATION RATE: < 2 MIN/IN LOADING SPECIFICATIONS. 5.0 REINFORCING STEEL:Of 5. PIPE PITCH = 118" PER FOOT, (UNLESS NOTED OTHERWISE). �--.. ' , RD ELEV =111=i11• 6. FIRST 2' OF PIPE OUT OF D-BOX TO BE SET LEVEL. LNG BEAOK Q : 4 0 18" o/c TH-IA b0 TH-1 62 TH-2 5B 7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE --1 ® : 4 oa #4 ELEV. ELEV. ELEV. USE OF A GARBAGE DISPOSAL. H ACCHILLE 12" ® : #4 O 18" o/c A HORIZON NDY LOAN SAND FILL LOAM S. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE !�& Q : #4 O 12" o/c 12" fOYR 3/4 18" 3.7 1 4 s 44 HEAALTX REGULATIONS.TE OF MASS. ENVIRONMENTAL CODE (TITLE FIVE) AND LOCAL ELEV 3 LOAN& SANDY PEAT 9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR LOCATION MAP C HORIZON CLEAN LOOSE PROPOSED CONCRETE RETAINING WALL (22' x 31') MEDIUM SAND 30" 2.7 MEDIUM SAND TO CONSTRUCTION. LOT Q2 (6,686 SF) 2.5Y 8/4 10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO ASSESSORS MAP: 206 CLEAN SAND EXCEED 3.0. PARCEL: 34 11. EXISTING CESS POOL(S) ARE TO BE PUMPED AND FILLED WITH SAND 52" 0.7 44" is 72" -0.4 OR REMOVED. FLOOD ZONE: A13 (EL.11) OBSERVED OBSERVED OBSERVED 12. SEPTIC TANK AND PUMP CHAMBER ARE TO BE WATER PROOFED BY MANUFACTURER WITH IPANEX CONCRETE ADDITIVE OR CONSEAL 55. Sh'(�hj?, GROUND WATER GROUND WATER GROUND WATER A 6" EZ WRAP IS ALSO REQUIRED FOR BOTH TANKS. �R ALL UNSUITABLE SOIL &P,C,� 66" 5 60" 02 96" -24 13 PROPOSED LEACH AREA(IS TO BE REM VED AND REPLACED WITHIN CLEAN ER ROAD HIGHEST OBSERVED GROUND WATER ELEVATION AT MEDIUM SAND. BENCHMARK AT MONITORING WELL #2 (4-15-88) = 1.5 14. D-BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW. METER PIT COVER 1 ELEVATION 5.1 '\ 1988 MONITORING WELL # 2 0 SEPTIC ,�YST EM DESIGN 1 s , pDyE OF 1 W FLOW ESTIMATE: & 5. 0 3 BEDROOMS jlT 110 GAL/DAY/BEDROOM = 330 GAL/DAY - � :;;,: �'�t'hhy• 5. 2 GARAGE N _:• • SEPTIC TANK: 330 GAL/DAY x 2 DAYS = 660 GAL USE 1500 GALLON SEPTIC TANK Ry IV MQ �� ; LEACHING AREA: l� Pa pyty l 61 94 f 0' a''t ' ``�/ ' 2fS 4 ro• 1°c' '� W ��,� / USE ONE LEACH FIELD (18' x 25' x 6" DEEP) �v dr fN LIV. L 4B f0 3' �wv �� / ST ra C,gh, RM. c1 L a KIT 1z BED L BED x A �fN EXISTING 6p RM RM LEACH AREA SIDE AREA: N/A -( ) = GAL/DAY _ _fizz ," n f l� BOTTOM ARr.A: 18' x 25' = 450 SF Dt N -.0.;'" 6*zT b CL Cp (.�'4) = 333 GAL%DAY CAPACITY = 333 GAL/DAY 1st FLOOR 2nd FLOOR EXISTING FLOOR PLAN ���bRo SEPTIC SYSTEM SECTION �' NO ,f TL�CdI a sr Si COVERS WITHIN 12" OF COVER WITHIN 6" OF GRADE 76 2" PEASTONE p / FINISHED GRADE FIRST FLOOR ONE COVER WITHIN 2" PRESSURE LINE COVER 3/4" - 1 112" WORK LIMIT LINE v OF GRADE) WASHED STONE ((DOUBLE STAKED �-f TEE AT ELEV.= 6.6 HAY BALES) ? 3.6 INLET BENCHMARK AT ELEV. CONCRETE BOUND (EXIST.) 3.43 3.16 ELEV=528' ELEV. 3. ELEV. H-20 6" 5'& \ ELEV. -1.34 1000 GAL DRAIN HOLE ELEV. -1-./ 1500 GAL D-BOX ELE'V. SEPTIC TANK (H-f0) ELEV. PUMP CHAMBER 6 34 (6" OF 6.17 18' x 25' -� RTrjL (6" OF STONE UNDER OR WITH MYERS SRM-4 ELEV. STONE ELEV. LLB' j� MECHANICALLY COMPACTED) pACKAGEPUMP TO BE INSTALLED UNDER) (f8' x z5'LEACH DEEP]D �JP TEE SIZES: IN DWELLING POWERED ELEV. 4.0' INLET.- 6" UP, 13" DOWN BY A CIRCUIT SEPARATE OUTLE:": 6" UP, 14" DOWN FROM THE PUMP POWER, (DISTANCE BETWEEN KEY: (GAS BAFFLE AT OUTLET TEE) ON/OFF SWITCH TO BE 4"). HIGHEST OBSERVED GROUND WATER ELEVATION AT EXISTING CONTOUR: (DISTANCE BETWEEN ON SWITCH MONITORING WELL #2 (4-15-88) = 1.5 PROPOSED CONTOUR: ............................. AND ALARM TO BE 12") EXISTING SPOT ELEVATION: 25.5 PROPOSED SPOT ELEVATION: 25 TEST HOLE:•gyp- SITE AND SEWAGE PLAN UTILITY POLE: -p- APPROVED BY: DATE: FENCE LINE: LOCATION HYDRANT: RETAINING WALL: zM OF 59 SHORT BEACH ROAD TREE: REQUIRED VARIANCES FROM TITLE FIVE: c� � .axN CENT ERV I LLE, MA ' f. SECTION 162f2: LEACH AREA TO BE LESS THAN 6' ABOVE GROUNDWATER � CMi. A -+ 2. SECTION 15211 (1): LEACH AREA TO BE LESS THAN 10' FROM PROPERTY LINE. t .3wl No.OE v PREPARED I'QR; DEYARNST-McLELLAN ENGINEERING 1 •sic+ JAY BERGERON 24 SCHOOL STREET P.O. BOX 463 REQUIRED VARIANCE FROM THE TOWN OF BARNSTABLE HEALTH REGULATIONS: BURY WEST DENNIS, MASSACHUSETTS 02670 1. REGULATION (5-4-73): SEPTIC SYSTEM TO BE LESS THAN f00' FROM RIVER. SCALE: 1" = 20' DATE: 3-6-02 PHONE & FAX : (608) 398-7710 REFERENCE: LAND COURT CASE 9288M DM # 01-40R THOMAS McLELLAN, P.E. JOHN Z. DEMAREST JR., P.L.S.