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HomeMy WebLinkAbout1283 OLD STAGE ROAD - Health 1283 Old Stage Road Marstons Mills A f� Town of Barnstable P# U ' �oflt+erow� Department of Regulatory Services sarwsTasrs. Public Health Division Date MASS. a i639. �m°i 200 Main Street,Hyannis MA 02601 ATfO MAy A Date Scheduled a a Time 0)q A'1 Fee Pd. U U Soil Suitability Assessment for Sewage Disposal r 1 Performed By: ty\EL A. 0,�l�A -�lr S� Witnessed By: C'Vi. �4 LOCATION & GENERAL INFORMATION Location Address --'- Owner's Name ; V Address AIA Assessor's Ma /Parcel• t G Engineer's Name �,,.1 ([� e. CNG-)N�A"4L i a-7 p �o� , NEW CONSTRUCTION ✓/ REPAIR Telephone# 56 Li S� Land Use y N Slopes(%) 0 Surface Stones �- Distances from: Open Water Body It Possible Wet Area _R Drinking Water Well R Drainage Way R Properly Line 5*L+ 1 1t Other R SKETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes) Dt_7 SSG C 7� 115+ s i �!? ` - Parent material(geologic) /•`t A D`,TWAS 19 Depth to Bedrock Depth to Groundwater: Standing Water in Hole: -7•(/ , $'C71 Weeping from Pit Face Estimated Seasonal High Groundwater 5iee- �9•,AoW - yovvl)wvtw DETERMINATION FOR SEASONAL HIGH WATER TABLE*- �j6 r `,,, '\\ t Method Used: \+60 + $•a Depth Observed standing in obs.hole: -7. l ( mr. Depth to soil mottles: in• De th to weeping from side of obs.hole: -^ in. Groundwater Adjustment 5.Li R•, Index Well#s�uwa Reading Date: k% o Index Well level._ea.'I^_ Adj.factor r�.�_ Adj.Groundwater Level l•1 9c0 r� i 'Z eNF 13 PERCOLATION TEST Date OL ZZ Time Observation ) I' 1 _'� Time at 9" —� Hole#Depth of Perc `fti a 5.0 Time at 6" r A yl_ Start Pre-soak Time a 5►, a5 2 0 '00 )'A `•1 SO PO yr-O Time(9"-6") End Pre-soakl t y a Rate Min./Inch L 7- Site Suitability Assessment: Site Passed Site Failed: 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. Q:FIEALTH/W P/PERCFORM DEEP OBSERVATION.HOLE LOG Hole#�714'I Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) (0. 36 ' ' 3 L5 1�Y(- (0/& 611-o,)tit)fi STAtJD1N6 C —TC 1,)6-r6 ° B IA:YEr— ZMP5 ON W '0 6 Tc- OF ►io�E DEEP OBSERVATION HOLE LOG Hole# 2• Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) 10 2 G" 3 �s k OY(L 6/B 0 J r1�w1J)-�"C'1�� �71�`tr'"'�/J G .�1 �•• DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. + Consistei cy.%Gravel -------------- DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel Flood Insurance Rate Man: Above 500 year flood boundary No_ Yes Within 500 year boundary . No ✓ Yes Within 100 year flood boundary No Yes Denth of Naturally Occurring Pervious Material Does at.least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Y------ C�5 If not,what is the depth of naturally occurring pervious material? Certirication I certify that on NBJ �`� (date)I have passed the soil evaluator examination approved by the rotection and that the above analysis was performed by me consistent with Department of Environmental P the required training,expertise and exp/er�ie)nce described in 310 CMR 15.017. Date Signature Q:I-I EA.LTH/W P/PERC FORM I n OY Cps �a Morin vs. Fitzgibbons C 4 IJ 10-10-20076 )r, _�� [OC U Testimony from DVD of the Barnstable Board of Health—provided by Morin as evidence of agreement. 134:18 (time into the meeting) — Fitzgibbons asks the Board "What guarantee do we have that the builder will provide a protective screen". 134:43—Fitzgibbons to the Board - "Well then, I would like to know what the builders intentions are of camouflaging the system so it's not obvious to look at. And don't tell me you were going to put in a pine tree" (Alluding to the one pine tree she has alleged was on her side of the property line.) Board Chair to Fitzgibbons—"No that's where I think its best to work with them. In terms of the Board, we're going to try to mitigate what's best for the public health. Unfortunately, aesthetics is something we can't mandate. We can work and ask for assistance on that and from what,l'm hearing here I think they're willing to work with us. (Referring to Morin). My urging here is to get to a common agreement with the peop'� �ght here and if they agree to it we can make it part of our conditions and that will be part of the r ilic record." 137:35 — Attorney Ford, representing Morin to the Board — Ford said he would talk to her attorney about putting something on the line. (Ford had previously shown the Board photos showing we did not remove trees or excavate her property. Also, later in the meeting we not only agreed to place evergreens at our common property line but also around the entire perimeter of the system at a cost of over$6,000.00) 141:18 — Fitsgibbons to Dan Oiala (Our engineer from Down Cape Engineering). In response to our statement that Leyland Cypress evergreens will grow at a rate of 2 %: to 3 feet a year and will.reach a height of 60 feet and a width of 20 feet Fitzgibbons pokes my engineer and says, "Good, when it does, why don't you transplant one and replace the one you took on the line". Comment: Her previous testimony and her arborists report stated that we took many trees from her property. Of note: the arborist report was not by visually observing trees that were alleged to have been removed but that if they had it would be a certain amount and variety based upon other densities on her property. On July 5, 2006 my engineer and I met with Ms. Fitzgibbons in her yard and together we all looked at the property line area. Our stakes were there showing where the leach field would be and we said to her based upon measuring off the stakes we estimated that the pine tree in question was just on our side and we were planning to remove it but even at that time we indicated we'd put some arborvitae evergreens on the line to hide the concrete wall of the leach field. Fitzgibbons said to us "I don't care much about that pine tree,take it down, it doesn't do anything for me." After we had cleared the area for the system she then went into a tizzy and ask how we could rape the land and went to several departments in town to complain saying we removed trees from her land ect. Our photos after the dig clearly show we did not remove trees from her property.To the contrary, some photos show that she had previously cleared into our property and had placed part of her stone driveway over the line. How could she have had a number of trees or any trees removed from her side of the line if her driveway is already there? It simply did not happen. Moreover and notwithstanding, I came to an agreement not only to place evergreens at the property line but around the entire system which I was not obligated to do as the Board clearly stated. Ms. Fitzgibbons had unnecessarily gone out of her pocket for an arborist and after my attorney (Michael Ford) showed her attorney the photos they immediately dropped any further action. Then subsequently, Ms. Fitzgibbons showed up at the Board of Health hearing and alleged the same trees had been taken. in an effort to come to peace on the matter we agreed to the conditions the Board placed out of the discussion that Ms. Fitzgibbons initiated with the Board. And we have installed those evergreens as requested by the Board at Ms. Fitzgibbons request. It is far from my understanding why now Ms. Fitzgibbons is again presenting this issue again. We vehemently deny any removal of any trees from Ms. Fitzgibbons property. She chose to go out of pocket to get something not do her in the first place. Then she got what she wanted from me through the Board of Health. And now she wants to attempt to unjustifiably gain more through the court. If I were wrong in the first instance I would have immediately owned up to it. But her claim is brought on not by.a tree or trees having been removed from her property but by her being very upset that we had cleared the leaching area which exposed an open view to the adjacent property. 1 would be more than willing to defend against her claim at any level. Jacques Morin f Btz 21355 P---201 `13127 09-18-2006 a 19 m 51 rx DEED RESTRICTION WHEREAS, Jacques N.Morin of f�r+4t�t'3118 104 Berry Hollow Drive, Aka"r"tons l lies, MA is tale owner of 1283 Old Stage Road located at Marstons Mills MA{hereinafter referred to as apar�t�t�cotatain ng�,�acr-eq rnLq.rV�r sass and being shown on a plan entitled"Subdivision of Land in Barnstable,Marstons Mills MA,property of Robot#YN Powers et al, and _duly recorded in Barnstable County Registry Of Deeds in Plan Book_ 281 e ,page 9g Or on Land Court plan Number WHEREAS,____Jacques N.Morin_.W � as the owner of said lot has agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms w ich can be included in any home built on said lot as a pre-condition to obtaining a disposal works construction perrnit in compliance with 310 CMR 15.040 State Environmental Code,Title V,Minimurn Requirements for the Subsurface Disposal of Sanitary Sewage, WHEREAS,the Town of Barnstable Board of Health,as afare-condition to granting a disposal works construction permit for a septic system in compliance with 310 CMR 15.200.State Environmental Code,Title V,Minimum Requirements"fear the Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a building permit for the oDnstruchon of a single family home on this property,is requiring that the.agreement for the restriction on the number of bedrooms in any house constructed on the lot be pant on record with the Barnstable County Registry of Deeds by recording this document, & NOW,TREREFORE, � Jacques N.Morin .—does hereby place the (owners nerra) following restriction on his above-referenced tend in accordance with his agreement with the Town of Barnstable Board of Health,which restriction shall run with the land and be binding upon all successors in title: 1., 1283 Old Stage Road,Marston Mills,MA may have constructed . (a-ldress) upon the lot a house containing no more than f�(4)bedrooms. Jacques N,Mor n ___-agrees-agrees that this shall be permanent deed 4 + ++a 't restriction affecting_aaqi d,m_located on_ said ptatU ..�,..__� Iv1A,and being shown on the plan recorded in Man B000k�281 ,Paged Or on lend Court Flan lot C For title trf mJacqu�s grin .see the following deed: Book—183 . Page 74 _ .Or Lased Couri Cerfific to of Title Number Executed as a sealed instrument _/8AX day of—I AA'n e_ Own s signature s si nature Ovmees signature COMMONWEALTH OF MASSACHUSETTS Rarnstable,ss. Dated: 091'ISlZt106 On this 18th day of September .2006 before me the undersigned notary public personally appeared before me who proved to me through satisfactory evidence of identification which was a ddMffs IGen5p to be the person whose name is signed on tte preceding document and whom admowledg me.that the he signed it free voluntarily and for Its state purpose. Notary Publiiw N commission ex it r ejo 1:'1:011 :down cape engineering inc FAX NO. : 15093629880 May. 17 2007 01:07PM P2 i Town of Barnstable Regulatory Services Thomas F. Geiler,Director Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Offire: $08.962-4644 Fax: 509-790-6304 Installer&Designer Certification Form Date: i♦ �" Designer: Installer: I Address: ' Address: 2 75 ' iofl � 02Gqq, On�� _Qr0 4 I was issued a permit to install a to ., in ) septic system at D based on a design drawn by s) // n dated 'designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify tbat the septic systeim referenced above was installed with major changes (i.e. 9_ greater �10' lateral relocation of the SAS or any vertical relocation of any component of.the s o system)but in accordance with State &Local Regulations. Plan revision or certific built by designer to follow. JH OF JAqs�`�' , ARNE H c OJALA er 9 $rgllature) CIVIL No. 30792 / SS�ONAL,fNv _84:esigner's Signature) (A Des tamp ere) EREIM TO BARNSjaLE-PTjBL1C-ftA= DIVISION CERTIFIC SSUED IL 'I' THISWRM A - IVE Y THE ST LE PUB • ALTH D 10N. Q:HealthisepticMesigner Certification Dorm TOWN OF BA)R� "TABLE � LOCATION L�S 3 Old SEWAGE # �� VILLAGE 1-t S ASSESSOR'S MAP & LOT 60 INSTALLER'S NAME&PHONE NO1?,T-Pt\1 i I J CJ M I IA11 OW) SEPTIC TANK CAPACITYCn 111 "� 1 OD LEACHING FACILITY: (ty (size) i i NO. OF BEDROOMS . BUILDER OR OWNER p i' PERMPTDATE: q—j 77 '��/� C MPLIANCE DATE: it Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of leaching facility) Feet Furnished by i �. GAQq�E FLo►.►T Al - 5-7�" 5• be - go"�" Ad )0 69w- NO. j THE COMMONWEALTH OF MAS ACHUSETTS FEE BOARD OF H-FAL?'H �CA � r OF APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct ( Repair ( ) Upgrade ( ) Abandon ( ) - ❑Complete System ❑Individual Components Location ap/Parcel# Address Lot# Telephone# A -62 LA ICE 1 a�j L✓I- C 15�� Installer's Name n n _ ^ Designer's Name Address Address Telephone# Telephone# Type of Building: Lot Size S 6'k7j Sq.feet Dwelling—No.of Bedrooms — fe Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min.required) -I T 0—gpd Calculated design flow4'6 gpd Design flow provided �6 gpd Plan: Date 2'I a �o a Number of sheets �_ Revision Date 12,0 Title_ 1 trLtc sS S lq,- . o Description of Soil(s) -5Aej5-VLA-d-4 Soil Evaluator Form No. Name of Soil Evaluator •A ZTA-L-A-, Date of Evaluation o DESCRIPTION OF REPAIRS OR ALTERATIONS N�I,.I Gno✓��Q��r� ,...1 The u ersigned agrees to install the above described Individu age Disposal System in accordance with the provisions of TITLE 5 an rthe rees not to place the system in operation un' rtificate of Compliance has been issued by the Board of Health. Al Signe 01 AND me /B nsp G i L ,t FORM I - APPLICATION FOR DSCPI 14EP APPROV D FORM 5/96 L mow„ fn "Ci� Gf� r } t _. Ilk NO. rTHrE COM O�V EALTH OF MASiS.ACHUSETTS l �4s tt OF AHOk*A cc y P J APIPLICATION FOR DISPOSAL'"SYSTEM CONSTRUCTION PERMIT f _ Application foi a Permit to Construct ( S Repair ( ) Upgrade ( ,) Abandon ( ) - ❑`Complete System ❑Individual Components L e:� til(.y-. ' Location Owne�n`-r' Name '�-c..t 1.,.,c�.�/�- C.,..�_ l .'S ✓ - �t'7�1 �� ,-.`'"''� ���Z \' Z lap/Parcel# I Address Lot# Telephone# cFw (w [ Installer's Name Des�gner's Name 1 I �'.'7� ` Address J Address T , Telephone# Telephone# Type of Building: Lot Size 5 1 ` Sq.feet Dwelling—No.of Bedrooms — D 'i Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) j Other fixtures Design Flow(min.required) 41 gpd Calculated desig`n'flow +� i./t gpd Design flow provided 4t'Y gpd Plan: Date 2`i I - loc. NumbEr of sheets ( Revision Date tr Title 1 t r" s S I�-� 3 � ©�--� S T'a�-z= (!..•,. -.Description'of Soil(s) Soil Evaluator.;Form No. Name of Soil Evaluator j A �N Date of Evaluation i L'I_I 3 DESCRIPTION OF REPAIRS OR ALTERATIONSI� The u ersigned agrees to install the above described hidividuy S wage Disposal System in accordance with the provisions of TITLE 5 an rthe uses not to place the system in operation unti/ rtificate of Compliance has been issued by the Board of Health. Signed ate nspe 91 G X 0� l� 1 } FORM 1 - APPLLCATION.FOR DSCP1 EP AP"PROV D FORM 5/96 4 �. _ z�a-s�nc er-sri r..v e�e®ax—.r�er re—.�.:v�u Ate.�:-�s�x�.sue.x+-..—a. .sue.. No.+�� _ THE �COMMP NWEALTH OF MASSACHUSETTS FEE /57d rnl P BOARD OF HEALTH _ CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual Component(s) Complete System The undersigned hereby certify.that the Sewage Disposal System;ConstructedX,Repaired( ),Upgraded( ),Abandoned( ) ° by: 4 ve v r".4 at 1d fr M � / ' .has been installed in accorda with the provisions`of 310 MR 15.00 (Title 5) and the approved design plans/as-built plans relating to application N d gO dated / d Approved Design Flow L (g�d) S Installer LY / _ ., /1� L. Designer: (/ v Inspectors4 `7 �ij 4WAte i The issuance of this certificate shall not be construed as a guarantee th at the system(willif/u tiora stdesigned F FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 ✓ • _--_ _____x __�_ tv_ i _;__ __ w No. OD / FEE e� THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH DIS POSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to Constrffuct �(� R pair ( ) Upgrade ( ) Abandon ( ) an individual sewage disposal system at .1 a �� y (r� Sir.,® //fin M� ;�/s as described in the application for Disposal System Construction Permit No. dated Provided: Construction shall be completed within three years of the date of this permit.All ocal conditions must be met... -- Date 0 / d6. Board of Health /� ) _/UfN V �x FORM 2.- DSCP DEP APPROVED FORM 5/96 FORM 1255 (REV 5/96Y H&W HOBBSB WARREN TM PUBLISHERS- BOSTON �h '� l�/'� °r:e.'r?�T``3,� .,,� (30� / � F�=1 t�r' � �-h�a.'1�b�t,, •I . `�',7 � "lie ds 1 Town of Barnstable Regulatory Services 1 Thomas F. Geiler,Director gNAM Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: S Designer: D6W�00- Installer: Address: q?fl Ma&h .q Address: 2 on was issued a' ermit to.install:a _.: (date): .. _ - (ms r) septic system at 12D based on a design drawn by F (addr s) a- dated esigner) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. c that the s�t;c system referenced above was installed with major changes (i.e. r greater O' lateral_relocation of the SAS or any vertical relocation of any component of the sep c system)but in accordance with State &Local I�eguiaaons. Plan revision or certified -built by designer to follow. OkPA OF'lgSS9 ARNE H U� O.JALA (Installer's Signature) - CIVIL No. 30792 (Designer's Signature) (Affix Desi tamp Here) PLEASE RETURN TO BARNSTABLE•PUBLIC-D EALTH DIVISION."CERTIFICATE OF COMPLIANCE WII�L NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Desiper Certification Form �� f t� :t .:� _-= } -` ,� � - ; .. .., � _., , .r {� ' � � � �} .. a / ,�;� � _Y - `«.Y "- - r �t y • � �� � _ v°i, � � 4 • Y /°FTHE Town of Barnstable (* BARNSTABLE,� f} 9o�"639: Board of Health TFb MAY A, 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul J.Canniff,D.M.D. October 3, 2006 Mr. Jacques Morin 1597 Falmouth Road Centerville, MA 02632 RE: 1283 Old Stage Road, Marstons Mills, MA A= 207-110 Dear Mr. Morin: You are granted a conditional variance to install an onsite sewage disposal system with innovative/alternative technology at 1283 Old Stage Road, Marstons Mills, Massachusetts. The variances granted are as follows: Section 360-18, Filling of Marginal Land: The soil absorption will be installed in the area of the parcel where there isn't four feet of naturally occurring pervious soils provided below the bottom of the proposed leaching facility. Therefore, fill will have to be brought-in, the land will be elevated 4.4 feet higher than the natural grade. These variances are granted with the following conditions: (1) The revised plan dated 9/15/06 was designed for a maximum of three bedrooms. Therefore, no more than three (3) bedrooms are authorized at this time. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) 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 four (4) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. However, before the applicant constructs a fourth bedroom, the septic system will need to be redesigned and upgraded. Q:MorinJacques Morin2006 (3) The septic system shall be installed in substantial compliance with the revised plans. (4) 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. (5) The applicant agrees to plant 3 to 4 foot high Leyland Cypress trees planted the recommended distance according to nursery tag (5-6 feet apart.) These variances are granted because the physical constraints at the site severely restrict the location of the disposal system due to the close proximity of a wetland. Sincerely yours, Wayne Miller, M.D. Chairman Board of Health Town of Barnstable Q:MorinJacques Morin2006 6 Btc 21355 P--;201 --.w !!;8127 09-18-2006 Q 10=S1u DEED RESTRICTION WHEREAS, Jacques N.Mori Of 104 Barry Hollow DrM, hwSAWS"hols, is the oviner of—.--1283 Old Stage Road located lvddraw�e at M-arstons Mols NIA(hereinafter referrM to as�ppt�at , .pttt�ittg,l .aicles more or less and being shown on a plan entitled"Subdivision of Land in Barnstable,Marstons Mills Poy Robert W.PowersWwf ----'.---1.:.--..' —............... recorded in Barnstable County Registry of Deeds In Plan Book____20j........ . Page Of on Land Court Plan Number...... WHEREAS,..... Jacques N.Morin the owner of said Jo has t (7-10t%rom-3) agreed with the Town of Samstable Board of HeAth to a restriction as to the number of bedrooms which can be inciuded in any home built on said lot as a pre-condition to obtaining a disposal Works construction permit in corr4banee with 310 CMR 15.000 State Environmental Code.Tide V,Minimurn Requirements for the Subsurface Disposal of Sanitary Sewage; WHEREAS,the Town of f3arnslable'Board of Health.,as a pre-condition to granting a disposal works construction permit for a septic system in compliance with 310 CUIR 15.200,State Environmental Code,Title V.Mk�murn Requirements for the Subsurface Disposal of Sanitary Sewage,and authorizing the issuance of a building permit for thtt construction of a single family home on this property,is requiring that the agreement for the restriction on the number of biadroorrva in any house constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document, Bk 21355 Pg 202 #58127 NOW,THEREFORE,.,...,,w3accfues N.R�orindoes hereby place ilia (ownrb rwriro> following restriction on his above-referenced land in me oordance with his agreement with the Town of Barnstable Board of Health,which restriction shall run vAth this land and be binding UPOA ail successors in Title: 1, 1 4hi stake Road.Mmstotts tdits,�A —may have constructed (addr*rtx) upon the tot a house containing no nxsre than EquL _(4)bedrooms. .lacqu".N.,t or­11 agrees that this shall be peftarnent deed restriction affecting„_fat1d_..::,located on__.__. :.. aftl.p�;tt.in__..._. MR,and being shown on the plan recorded in Plan Book...,41 paged„•...W .., . Qr on Lvnd Court Plan For title of..JaCe�ues N,,Ma rt,., see the follom9ng deed: Boole__=t: rage �r .Or Land Get Cerlificate of Title Number___,,_", umber..,.._,,,._-,,,:.,,,.:..__..,. . Executed as a sealed instrument 18 day€�#`_��°r�n�er � Ownn .4vh:a't4uere-'_ signature Owner's signature COl'MOWJEALTH OF MASSACHUSETTS Barnstable,ss. wed: 09JI82006 On this I day of Sentengm M before me the ttnderstned rotary pt ,_ personalty appeared bff'ore me who proved to me through satlsfadwy evtdeneb�L.... identiftation which was a dr mrs tk=Rg_ to be the person whose rate is pt tql�' preceding do mtnerrt and whom 4 me that the tie sued it for R8 state purpos& •a tr al:r:�_.: Notarypubfic: WcOmrnlssioncak BARNSTABLE REGISTRY OF DEEDS FROM :down cape engineering inc FAX NO. r:15083629880 Aug. 15 2006 10:19AM P1 r down cape engineering, inc, CRAL EN61WP5 & LAND 5UMYOR5 939 MAIN 5f / Un 6A YARMOffHPORf, MA 02615 (505) 362-4 41 PAX (508) 362-9880 �AX TOTAL PME5- INCLUnING COVER Z- FAX#: FROM: C_� ' -�e-ii& `c�-5, ate_. o, 0-1--4 -- , F FROV :dzu sr, cape engineering inc r AX NO.% :15083629880 Aug. 15 2006 10:19AM P2 t tel.(508)362-4561 939 maln street rt sa �` fox(508)362-9880 yarmouth port mass 02675 down cape engifieeiing structural design civil engineers&land surveyors Arne H.01ala P.E.,P.L.S. Daniel A,01ala,P.E.P,L,S. August 15, 2006 Timothy H,Covell,P.L.S. land court surveys Bayberry Building Co. Jacques Morin 1597 F Road site planning Cen rville, MA 02632 i' i 1283 Old Stage-Road, Marstons Mill sewage system designs Dear Mr. A public hearing has been scheduled for the Barnstable Board of Inspections Health to take action on your request for variances Exam a Barnstable Board of Health regulation. The variance requested is as follows: Town of Barnstable Regulations permits Part vIII, Section 360-18A (Marginal lot regulation) - There is not 4' of naturally occurring material beneath the leach facility, 4' above the maximum groundwater elevation Said hearing will be held in the Barnstable Town Hall, Hyannis, DMA, on September 5, 2006, at 3 pm. in the Selectmen's Conference Room. Please check with the Health Department to confirm exact date and time if you wish to attend. Sincerely, Sarah B. Ojala Down Cape Engineering, ne. ea: Abutters file Ltd. '¢Ay_ Barnstable Board of Health re Town of Barnstable y 4 Board of Health 200 Main Street, Hyannis MA 02601 ~ Office:..508-862-4644. Wayne.Miller,M.D. FAX: ..508-790-6304. Paul J.Canniff,D.M.D. 'n � D VN October 3, 2006 Mr. Jacques Morin 'Oeo 1597 Falmouth Road D Centerville, MA 02632 12°83fitle� e: Dear Mr. Morin: You are granted a conditional variance to install an onsite sewage disposal system with innovative/alternative technology at 1283 Old Stage Road, Marstons Mills, Massachusetts. The variances granted are as follows:. Section 360-18, Filling of Marginal Land: The soil absorption will be installed in the area of the parcel where there isn't four feet of naturally occurring pervious soils provided below the bottom of the proposed leaching facility. Therefore, fill will have to be brought-in; the land will be elevated 4.4 feet higher than the natural grade. These variances are granted with the following conditions: (1) The revised plan dated 9/15/06 was designed for a maximum of three bedrooms. Therefore, no more than three (3) bedrooms are authorized at this time. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) 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 four (4) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. However, before the applicant constructs a fourth bedroom, the septic system will need to be redesigned and upgraded. Q:MorinJacques Morin2006 P j (3) The septic system shall be installed in substantial compliance with the revised plans. (4) 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. (5) The applicant agrees to plant 3 to 4 foot high Leyland Cypress trees planted the recommended distance according to nursery tag (5-6 feet apart.) These variances are granted because the physical constraints at the site severely restrict the location of the disposal system due to the close proximity of a wetland. Since r I yours, Wayne Iler, M.D. Chairm Board of Health Town of Barnstable Q:MorinJacques Moiin2006 f . iFc ■ Complete items 1,2,and 3.Also complete A Signature item 4 if Restricted Delivery is desired. '�-- &0�eLX ❑Agent ■•Print your name and address on the reverse. ddressee . so that we can return the card to you. B. a e'ved by(PH N�) C. Date lDeli i ■ Attach this card to the back of the mailpiece, �p(,X, G or on the front if space permits. D. Is delivery address different from Rem 1? Yes 1..Article Addressed to: If YES,enter delivery address below:. ❑No OU �/�e 3. Servi Type ruled Mail Q Express Mail ❑Registered ❑Return Receipt for Merchandise o�/ /f ❑Insured Mail ❑C.O.D. lJ�b D 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number � 6 a2022 z (Transfer from service ;,7005 390 0003; 979. �D/`�+� PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 UNITED STATE ,# L.5S h �'i M:O,.).G ��`A: • Sender: Please print your name, address, and ZIP+4 in this box • I Down Cape Engineering, inca 939 Main St. -- Suite C Yarmouth Port, MA 02675 I i COMPLETE •N rOMPLETE THIS SECTIONON DELIVERY e Complete items 1,2,and 3.Also.complete A. Si re item 4 if Restricted.Delivery is desired. ❑Agent ■ Print your name and address on the reverse ❑Addressee. so that we can return the card to you. B. Received by( rated e) C, Date of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery address.different from item 1? ❑Yes 1. Article Addressed to: If YES,enter livery a d ss below: ❑No a� e ,,, ✓i L Ce v�r ` oti s. servl ypes Certified Mal press Mail ❑Registered ❑ReturnReceipt for Merchandise Z6 f� ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2:Article Number : 7 0 0 5 :0 3 9 0 0 0 0 3 U 9;6 2 015 M (transfer from service labs ; "s. ; / /0'-r ,, Ps Form 3811.,February 2004 Domestic Return Receipt 102595-02-M-1540 UNI4D STAT P. . L , E .2 �1 AUG 2C005, Pmili, -P r F. • Sender: Please print your name, address, and ZIP+4 in this box • I I I _ Down Cape Engineering, inc. 939 Main St. —Suite C I Yarmouth Port, MA 02675 I � i !'IIFFlFl�IiF!'�!!1!?Fff�iit32ttilli�t�lFl�1�lifljlllEt�lfF}!ill�' • • . . DELIVERY ■ Complete items 1,2,and 3.Also complete A S ature c Item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse. ❑Addressee so that we can return the card to you. Received ranted Name) C. Date D live 1 Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery address different from Rem 1? ❑Yes 1. Articte-Addressed to: If YES,enter delivery address below: ❑No � 9 9S - Type Q Certified Mail ❑Express Mail M �f ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D: 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number lr= 03 9796 ,199� (Transfer from service(:= ` 7pp5, 90 �003 ��rf ,PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 u fbb STAT TA 21 k ^� ee 17 AUG 270CV6 PM • Sender: Please print your name, address, and ZIP+4 in this box • I i I - 1 I Down Cape Engineering,"mc. 939 Main St. -- Suite C Yarmouth Port, MA 02675 I I I I lii!!!!l f EltiFii33 ijl!IMI!HIiI fi31f!d;H SEI�DER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete nnalue,,,: ritem 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverseddressee so that we can return the card to you. B. R ei ed by(Printed e) C. D Del' ery ■ Attach this card to the back of the mailpiece, or on the front if space permits: � D. Is delivery address different from Rem 1? ❑Yes 1. Article.Addressed to: If YES,enter delivery address below: ❑No 3. Se Type Mail ' Express Mall // ❑OReggistered ❑Return Receipt for Merchandise �.�/ ❑°Insured Mail ❑C.O.D. Restricted-Delivery?(Extra Fee) ❑Yes 2. Article Number =f 7005 0390 ,DO 9796 2o0.8 Nor— (transfer from service label i i PS Form.3811,February 2004 Domestic Return Receipt: 102595-02-M-1540 UNITED STATEOftP&SMWCE MA C; ,5 •ter ass Rha'r Fw') §M pre 2-W6, F:�M,t2 t, � I • Sender: Please print your name, address, and ZIP+4 in this box • II _ I I Down Cape Engineering,,-inc, 939 Main St. -- Suite C Yarmouth Port, MA 02675 I pE SHE DATE: ttA1�NSrASM MA96 e i6s9- e�e� REC. SY Town of Barnstable - - SCHED. DATE ..._Board of Health - -- = 100 Main Street, Hyann>,s MA_02601_ Office; 508-862-4644 --Y Suenn Cr.[Usk R.S-. FAX: -508-79.0-6304 ,,. :.. - Sumner Kaufman,M_S.P.H._ ---- _ _ Wayne-A.Miller,M D _ VARIANCE REQUEST FORM LOCATION - Properry Address: 1 3 Oti�:. ..,.STarq a P-O Assessor's Map and Parcel'NumbLr �. Si're:ol,l.ot:�� Wetlands Within i(x)Et Yc 1.3usiness Name: No - Subdivision Name: APPLICANT'S NAME' � 8¢12i 7 -150tL-7P I#-AL,q .: Phone Did the owner of the property authorize you to rcprescni him or her'1 Yes --V— No PROPERTY OWNER'S NAME CONTACT PERSON l _ Name;:_ JAB it•t e-j . Name: jotv C S Address: %S1�7('l FA7-AA-.6 L-kr4- Address: 190%-1 Phone: 115 ' y°(�'L"Z _ Phone: VARIANCE FROMIRE, (LiaRea) REASON FOR V R�LANCE(May attach if more space needed) AoL-r \A1{ 'Bice 1��---, _.__..,.. ...,...,........,._.... ..._.,_ z� NATURE OF WORK l-ousc;Addition n ????? House Renovatioa U Repair of Tailed Septic System`n c,r Che• ('to he completed by vlfrce,staff-person•receiving variance request applic(ition) : yf Please submit copies in d separate completed seta'. Four(4)copies of the completed variance request form _ Four(4)copicrt of enginccrcd plan submitted(e.g.septic system plans) CO rY Four(4)copies of Iabelcd dimensional Floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/hcr for this request Applicant undersrande that the aburmrs must be notified by certi Sed rnai l ut luuct tun days prier to mawinu dato at appticurn's uxpao sc (fir Tille V and/or local sewage regulation variances only) a^, Full menu submitted(for grease trap varianca requests only) I G:\Dccumenlu ::in(1 Srr.r.ings\decollik\Local S4ttlne7s\'I'emperar.y Internet Fi1es\0LK3\VARIREQ.DoC L , let.(508)362-4641 9.39 mein street rt 6a fax(508)362-9880 yprmouth port mass 02675 down cdpe engineering LStructural design civil engineers 8 land surveyors Arne H.Ojala P.E.,P.L.S. _. Denlel A.OJala,P.E..P.L.S. " = Timothy H.Covell,P.LS. July 14, 2006 _!and-court — suroeye Bayberry Building Co. Jacques Morin 1597 Falmouth Road site planning Centerville,-MA 02632 - Re: 1283 Old Stage- Road,, Marstons Mills - 3 sewage system designs Dear Mr. Xcrin: A public hearing has been scheduled for the :Barnstable Board of Vlnepections� _ Health to take action on your.,request for.variances__from s•Barnstab_le e� Board of Health regulation.. "The-variance requested is- as follows: ' Town of Barnstable Regulations permlts --- Part VIII, Section 360-18A '(Marginal lot regulation) . There is cot 4' of naturally occurring ntiateria.1 beneath_ - -the leach facility, 4' above the maximum-groundwater elevation said hearing will be held in the Barnstable Town Hall, •Hyannis, MA, on August 1, 2006, at 7 pm. Please check with the Health Department to confirm exact date and time. Sincerely, 7.7 Sarah B. Ojala Down Cape Engineering, Inc. cc: Abutters file Barnstable Board- of Health 6 tel.(508)362-4541 939 maln street rt 6a fax(508)362-9880 ygirmouth port '- mass 02675 down Cape , engineeriag Structural pealgn civil engineers land surveyors Arne H.Olala P E.,RL,S. Daniel A.OJala,P.E.,P.L.S. " _ -_ --- -- - - - - -- - -- - - ''nmoa3y H.Covell.P.L9.-----.—--- _ andeourl - July 12, 2006 3urveyo Barnstable Hoard-.of itealth f - - _ .200 Main Street site planning Hyanni-s, MA-02601 ;ewage system _ lie: 1283 Old Stage.Road,Marston Mills feelgne Dear Roa.rd Members: _The enc,10k .represents a variance filing for new construction at the above-, - referenced site.. The fttllowing variance is rcqucsted: )ermits Arc V111, section 360-18A;... installation of onsite sewage disposal system on marginal lot We are able to maintain 5' separation between the base of the leaching facility and the full adjusted high groundwater, elevation. According to the DeFeo and Waite study on Title S, the emphasis for effluent treatment should be to maintain the minimum required vertical separation distance between.high groundwater and the base of the leaching facility, '.[.*he site does not lie within a well or groundwater protection district. M We feel that by granting the variance, the same degree of environmental protection can be attained without the need for strict adherence to the Town of Barnstable Regulation. To-deny the variance would be manifestly unjust,in that the lot would be deemed unhuildable. Thank you for your consideration, - Very truly yo rs, Yie H. Qala, PE, LS Down Cape Engmeenrig, Inc. cc: J. Morin l � .. 1 07/18/.2006 07:39! FAX 508 771 2116. Jacques Morin Down Cape Engine 001 ' FROM :down cape engineering inc FAX N0. :15083629860 Jul. ! 18 2086 07:40AM P2 i July 14,2006 i Barnstable Board ofKnIth 200 Main.Street livannis,MA 02601 Dear Board Members: i hereby give Down Cape Ergditeerir4. Inc. peinmission to represew me in.the oming public hearing regarding 1293 Qld Stage Road,Marstons Mills_ i - I h ",000:;�� Tacq Le Mori. Bayberry Building Co. - i I r. i y i i j ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. ( /� ❑Agent ■ Print your name and address on the reverse. X W ❑Addressee so that we can return the card to you. B. ceived by(Printe ame C. Da of Delivery N Attach this card to the back of the mailpiece, _ or on the front if space permits. D. Is delivery address different from item 1? ❑Yes 1..Article dressed to: C // If YES,enter delivery address below: ❑No je�� 0. Sery Type lZbertified Mail ❑Express Mall ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.0.1): 46 . Re, Iivi"7["'oe) ❑Yes .9&-p Mop, N ,PS Form 39 ebruary 2004 bomestic Return Receipt to2595-02-M-1540! UNITED STATES POSTAL SERVICE- First-Class Mail Postage&Fees Paid LISPS P Permit No.G-10 I! I, • Sender: Please print your name, address, and ZIP+4 in this box • � I I I i e I I I Down Cape Engineering,-inc, 939 Main St. — Suite C I Yarmouth Port, MA 02675 COMPLETE • ■ Complete items 1,2,and 3.Also complete A. Signature t item 4 if Restricted Delivery Is desired. X ❑Agent ■ Print your name and address on the reverse Addressee so that we can return the card to you. B. Receiv d by(Pripted e) CeDelivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. Xt AT, ul - D. Is delivery address different from item 1 T Yes 1. Article.Addressed to: If YES,enter delivery address below: ❑No JAI 0 , 3. Se ce Type ` V Certified Mail '❑Express Mail ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. ��Z6 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number =.=:=7005; 0390. .OQ0.3 9796 . 1957 M (transfer from service label) p/9 PS Form 3811,February 2004 Domestic Return Receipt`. 1o2sss5-02W-154o �Nn,Na UNITED STATE ,PC ( P ',sk Y� '�' FIbBA� ass � u 20• JUL. 2�00 • ice .. ' � "" e��'""� er it�4d M1 iT.n.^ . N - NttT'"�• • Sender: Please print your name, address, and ZIP+4 in this box • I Down Cape Engineering, inc. i 939 Main St. -- Suite C ' I Yarmouth Port, MA O??-75 i I � 11111) .i►ltli►►i►►►i►i,l,►►i►i►►►ili►►►ill►►oi►i►►i►i►►a►i,11 'I SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Si ature item 4 if Restricted-Delivery is desired. gent ■ Print your name and address on the reverse Addressee_ so that we can return the card to you. B. Recei by(Printed Name) C. Date of eliv ■ Attach this card to the back of the mailpiece, or on the front.if space permits. D. Is delivery address different from item 1? ❑tes 1. Article Addressed to: If YES,enter delivery address below: ❑No pos �l� MvK�� 3. Sery a Type ���J �� J/ //✓ M ertsed Mail ❑Express Mail ❑R egistered ❑Return Receipt for Merchandise O v04. ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2:Article Number5.­0,339 0—00 0:3. 9 7 9,6 19 6 4. 'i' (Transfer from SBNICe Iabel: PS Form 3811.,February 2004 Domestic Return Receipt 102595-02-M-1 �o UNITED STAT "; F lasstl I • Sender: Please print your name, address, and ZIP+4 in this box • I Down Cape tngineerirly, inc. 939 Main St. — Suite C Yarmouth Port, MA 02675 i i i i SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. ature item 4 if Restricted Delivery is desired. X ❑-Agent , ■ Print your name and address on the reverse ❑Addressee s6that we can return the card to you. B. Recel y(Printed a e) I C. Date of:DDelivery ■'Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery address different from item 1? ❑Yes 1. Article.Addressed to: If YES,enter delivery address below: ❑No I � FCe�ed Tysj �/ Mai� ❑ExpreMall/e tered ❑Retueceipffor Merchandise(ii(i ll„(( O�/ �-/ ❑Insured Mail ❑C.O.D� 4. Restricted Delivery?Odhs Fee) ❑Yes 2. Article Number �, :!1-. 7005*039'011 00`03 '9796 11971I�t (Transfer from service 1. 1+ PS Form.3811,February 2004 Domestic Return Receipt 102595 02M-1540 i UNITED STATES POSTAL SERVICE First-Class Mail LISPS e&Fees Paid Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • I Down Cape Engineering,-inc. 939 Main St. — Suite C I Yarmouth Port, MA 02675 I � i l�ISlEll�l�tl�!!i!S'l�:�l�!!?iS�ii'l�1�lS!���!i11S.1!!51�'Sl.Sl1l1� II i Abutters list for Map 150 Parcel 79 Map 150 Parcel 66-2 Stephen J. Et Jacqueline S. Powers P.O. Box 609 West Barnstable, MA 02668 Map 150 Parcel 67 Margaret Fitzgibbon 1105 Old Falmouth Road Marstons Mills, MA 02648 Map 150 Parcel 78 Deborah Tokarz 6 Greenville Drive Forestdale, MA 02644 Map 150 Parcel 98 Jean King Whalen 1310 Old Stage Road West Barnstable, MA 02668 31'-0" Y 10" - Y-0" 9'-0" 8'-0" 4'.0" 3'-0" I6'-0" 3'-0" " TYP,RAILING . WAM DOW s N STORAGE AREA M ;off q EXTERIOR DECK ° m Id"LOWER EXTERIOR DECK 1 F5308 F5308 i 4 16'Xla' le'x12' 4°TWICK 044 GONG.SLAB Q # e'i'CIO. re• Q 2446 DNP31046 2446 0 `I 1 a'o•ewnw IT,-101�s" rw -------t Q 0� l�T LL 15/8 FIRE CODE DRYWALL! 0 O H i-WALLSdCE ------I tr _ I 1 o o ri ------------------------------ - _ o re• GARAGE o m W 4 m DINING AREA M -0 erANew �CONc s AB A: =W J `� o -� LANDING W12 STEEL I BEAM Z 4 FAMILY vauL ROOM OM 4'-0" il'$�:" 3'-I1e4" 2' 3'•IO�i° — ——— FLUSW W/CEILING— — ——— Lu b 'uo � �J� 4 Q `(� Q Q V ! ' m ! �I — I o } 1 Q ____—T—------------ ---_—t--____ ;o F5304 F8304 i q X 9 CEILING LINE KITCHEN AREA ci I ' i I „ o FOYER i i 1 i Ul 2852 2852 I J io u' ul u❑ r rQ � ' ml 2832 2632 n, J Z 4 u COVERED PORCH �o un � In 26 x6 m s III `4® III W TYP.10"RD COLUMN r-t r r STEPS 4'1" 11-8" 4'.0" 4'-6° T-O" 9_It 5'5" 6.$„ IY-0l. 6'-6" IS,-O" 26'-0" 24'-0" - FIRST FLOOR PLAN 1.PURCWA5E OF DRAWINGS LEAVES PURGHASER RESPONSIBLE FOR COMPLIANCE WITH ALL 2.EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 3.ALL FOOTINGS SHALL EXTEND BELOW FROSTLINE-VERIFY DEPTH. Np 0� LOCAL BUILDING CODES AND ORDINANCES,J B DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE 4.VERIFY STRUCTURAL ELEMENTS FOR DESIGN!SIZE SCALE: I/4" FOR SITE CONDITIONS OR FOR THE USE OF TWESE DRAWINGS DURING CONSTRUCTION, PRACTICES OF CONSTRUCTION-VERIFY DESIGN WITW LOCAL ENGINEER. WITW LOCAL ENGINEER AND BUILDING OFFICIALS. - 1 V Nk� SO'-O } 2846 2846 111[ 28310 AR31 AR31 ------------------------------- - B'4's° I,h 10'-I" 9'-0° 15-134 =D m v BIm ATH U1,LG,i i ' i BEDROOM #2 O h ;? F8304 i i FS304 , ' ' z LLA N LL � ste w� eT� i Q��� h :p 3 Q r O Ll-T IL � o , Oti THREIO Q . -s O A w LANDING �@ M/BEDROOM EEO::� Lu � � p A BALCONY M/BATH 'A ROOF 14 z �TYP,CEILING LINE r I_ IL Q II i -----� ��2x6CJ, 2x6CJ. i Q i 0 16"O.C. 9 16"O,C, Q O F-1 BEDROOM 3�3 ' I O� F-1 , FOYER i I I CATHEDRAL 4 ------ ' I i v Q — ------------------------- - �2xacJ, � S_. ANSI 2842 R � 2842 9 Ib"O.C, P 28310-2 4'-1" 3'-0" 3'-0" 2'3" 4'-0" 2'6" 2'-6" 2'6" 2,-6" 4'-0" W 10'-0" b'-0" 5'-0" b'-0" 5'-0" � 'n J 26'-0" 73 24'-0" i SO'-0" ROOF ------' Z L------------------------------------------------- O Lu SECOND FLOOR PLAN c� a— a In ca y NOTE. I.PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL 2 EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 3,ALL FOOTINGS 6HALL EXTEND BELOW FROSTLINE-VERIFY DEPTH. LOCAL BUILDING CODES AND ORDINANCES.J B DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE 4.VERIFY STRUCTURAL ELEMENTS FOR DESIGN 4 SIZE SC ALE FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION, PRACTICES OF CONSTRUCTION,VERIFY DESIGN WITH LOCAL ENGINEER, WITH LOCAL ENGINEER AND BUILDING OFFICIALS. B"CONCRETE WALL - DAMP-PROOFING CSA . APPROVED./ 2"X b"KEY/ $'POURED CONC.SLAB ' 10"X 20"GONG.FTC. n o "' 4 - COMPACTED GRANULAR D mo� FOOTING FOOTING DETAIL S" CONCRETE WALLAll � a � 1 63'-0" - - IO'-O" 4'-6" S'-0" 3•-0" 3'-0" r------------------------------- -- 1 sP 1 °•. . _ - _ _ _ °• Ir---------------------------- i Lu IULI UL 1 1 I I 1 •. 1 I ', i � I I Q >. 1 , °, ; - - ! rp I '' 1 11 '• 1 LLI B ° ° r -rI q��iI�--°•i iK'--rQ--- DRt .° � ---I-' -'--t, ---0-"i ' II W0 LLi ----------- ------ - — -- ------ - - --------- ------ ------- ----- ---------------------- OF,12" DROP36- -------- -------r ° r---- ---------------------------- ___ _____ I LLJ O 1 ✓ ' DROP 36" ' ' I IL I 4'-6V4" -- ----J I V 1 i Q I O Q ; ° I -------� I i •° NA 1 1 I 1 I 1 3-2X12e r- - t +n 4 v 1 _1_ __=___L_ _�__ ______F_ 4'-0" 5'�t" b'3��" 4'-04+ , , .. , 1 =a c-ma Fn aaaaaas���n�p� ; I I Q Q I I Wv�v .. W V ' °• 1 I TYP,30"X30"XI2" ----- - - ' I i ; Q �Q _J CONC.FTG.W/3-I!!"RD. I ' °i ; 1 1 Z t� p n> I CONC.FILLED COL. BASEMENT I •° I , ° , OC O p W �'-- 9 Q DROP 361, I a 4u 4"THICK I NM l GONG.SLAB ------------ Q Q - ffl@ � tI , D'OP-- DROP 12" DROP 12" ----------- --'-------- ------------ -- --------- 1 1 • I L___ _-----------_------------------I IQ 9 1 9i• ___ - ---- ------------ I N 26'-0' - 24'-0" FOUNDATION PLAN NN 1.PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL 2.EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 3.ALL FOOTINGS SHALL EXTEND BELOW FROSTLINE-VERIFY DEPTH. r LOCAL BUILDING CODES AND ORDINANCES,J B DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABL E 4.VERIFY STRUCTURAL ELEMENTS FOR DESIGN 4 SIZE " 1 FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION.VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFFICIALS. 6C A LE, RIDGE VENT Z2XI2 RIDGE - e 2XIO RAFTERS 9 16'O.C. ,� t- ., 1/2"PLY,SHEATHING — 150 ASPHALT PAPER 12 1 ASPHALTT-SHINGLES a12 Q M e OG. — �R30 1NSUL i IX3 STRAPPING 1/2"WALLBOARD i-------------- — FAMILY ROOM VAULTED 1/2"WALLBOARD i q -4 ZX4'e 9 16"OZ, i C.O. R13INSUl.ATION 112"PLY_SHEATHING ' TYVEK WRAP OR EQUAL SIDING 0 3/4"T!G FIR PLY------------------------ NAILED 4 GLUED. ____ O 1I e-2X10'e 51*',O,C,— 2XIO'e a IS"O.C.� 9 -_ � RIDGE VENT r q O 2XIO RAFTERS 9 16"O.C. 2X@ RIDGE I RI9 INSUL O O Q 1/2'PLY,SHEATHING " �y 3-2X12'e GIRDER = m 150 ASPHALT PAPER CIA1 RIDGE VENT 3-1/2"CONC,FILLED BASEMENT = 2XI0 RIDGE ASPHALT SHINGLES Q5 2X10 RAFTERS 9 16"OZ. O LOLLY COLLUMN. .9 I/2"PLY,SHEATHING 111 i 2X8 RAFTERS 9 16"O,G, a 150 ASPHALT PAPER S 1/2"PLY,5WEAT14ING ASPHALT SHINGLES O 4"THICK 3 '4 _`Q 150 ASPHALT PAPER LLi CONC.SLAB ASPHALT SHINGLES = U' z w q 2X8,.CJ.6 I6 OL, q X3 STRAPPING NG 3-2XI2'e ® Z +lJ In"WALLBOARD w ' - 4 BEDROOM 03 BEDROOM #2 W.WALL OARD V U GROSS SECTION (A) zxae�lIV oc, F 2"RAFTERS a�1 16"O.C,' }2 R13 INSULATION O 1/2"PLY,SHEATHING S 1/2"PLY, EATWING +— Z 150 ASPHALT PAPER 3/4"T/G FIR PLY, TYVEK WRAP OR EQUAL 1.0 ASPHALT SHINGLES NAILED 1 GLUED, SIDING U \ C 6 OZ,t'\—rR]-B 2XIO'e Sal 16"OL,—� �2XI0'e 9 16"O.C.—� — O, ASPHALT SHINGLES 3-2X12'e pc6T/GIX35TRAPPING \ BED MLDG. I/2"WALLBOARD T12" HANGERS 9-112"LVL'e 150 ASPHALT PAPER q COVERED O i/2 PLY.SHEATHING z PORCH ICI H N DINING 4' W OL q 0 w - Q , �Q _-j 3/4"T/G FIR PLY, Z VENTED DRIP EDGE IXd DECKIN NAILED(GLUED. 5" ALUM,GUTTER 3-2XV6 PT 2X8 a PT Q I6 o c2XIo'e a IS"oz.—> 2X10'o 0 IS"O.C. �+i �� TYP,HURRICANE TIES P.HANGERSINSUL. -��— O Z 00 3-ZX12'e GIRDER cil N 3.1/2"CONC.FILLED fA POST ANCHOR LOLLY COLLUMN, BASEMENT IX8 FACIA 9 -- IX8 SOFFIT /i$ 4"THICK e i m l GONG.SLAB Q i! 1-1/2 BED MLD, 41.1ooTl 6 - h -- �— IX FREIZE / D EAVE DETAILS GR055 SECTION 3) EAVE ' 3 NOT - I.PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL 2.EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 3.ALL FOOTINGS SHALL EXTEND BELOW FROSTLINE-VERIFY DEPTH. 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II!IIIIIIIIIIIIIIIIII __-- iail lmsm .i._._._._._■_. 1._I _. ._._..- _-.._—_.__ _. ._--an mommmommommmmmmmon so no 1._I - - 1 - 1� W_—._—.I —. ..1 - I —_ —�_—•_—•_ 1_--_—•_—•�� 1 12 S� - 45P14ALT ROOFING � TYP,IX8/IX3 Y RAKE BIRDS, mq xa 12 12 12 - - �5 12 4 - Q •� # W/C SHINGLES ® LL4® 0 0 �I O IL Q O 0- O 1 Lu TYP.IX5/IX4 CNR,BRDS, Lu Q 1-- Q LEFT ELEVATION - W w QQ U - O� - 12 N ASPHALT ROOFING - 12 �5 (� 12 - CA w J 5 12 1 Z cn WIC$MINGLES JUU O TYP.IXS/IX3 RAKE BRDS, - TYP.IX5/IX4 CNR.BRDS, R!GWT ELEVATION I,PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL 2.EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 3,ALL FOOTINGS SHALL EXTEND BELOW FROSTLINE-VERIFY DEPTH, id3sS. LOCAL BUILDING CODES AND ORDINANCES,J B DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE 4,VERIFY STRUCTURAL ELEMENTS FOR DESIGN t SIZE SCALE. 1�4�I FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION,VERIFY DESIGN WITH LOCAL ENGINEER, WITH LOCAL ENGINEER AND BUILDING OFFICIALS. ASPHALT SHINGLES 150 ASPHALT PAPER Q� # 1/2 PLY,SHEATHING VENTED DRIP EDGE I • 5"ALUM,GUTTER RIDGE VENT 2X10 RAFTERS 9 VOL. 2XI2 RIDGE - 1/2"PLY.SHEATHING IS,ASPHALT PAPER ASPHALT SHINGLES — 5 2XIO RAFTERS d 16'OL, — 12 1/2"PLY,SHEATHING Q it IX8 FACIA 2X8 RAFTERS 9 16"OZ. a U�ir ASPHALT PAPER - 1/2'PLY.SHEATHING 5 ASPHALT SHINGLES IX8 SOFFIT 150 ASPHALT PAPER ASPHALT SHINGLES I-I/2 BED MLD. xso _ _ 00 iLl v R30 1NSUL IX6 FREIZE IX3 STRAPPING ® ^I r Q O IQ"WALLBOARD a BATH -- O I BALCONY In"WALLBOARD 2X8 RAFTERS 6 IS"O.C. 12 2X4'e Q I6"OL. uJ 1/2"PLY.SHEATHINGqMLDG. R13 INSULATION EA V E DETAILS - 150 ASPHALT PAPER � 1/2"PLY.SHEATHING EAVE ASPHALT SHINGLES 3/4"T/G FIR PLY. TYVEK WRAP OR E61 AL = 1 NAILED 4 GLUED. SIDING _ WQ 2XI0 a fit 16 OL.—�__ __ 2X10 s 4J I6 O.C--� J —9 — > Q IX3 STRAPPI148' ~ 3.2XI2'aN 1/2°WALLBOARD — W FDY �=F Q Q COVERED F=' BATH V U z PORCH U 3/4"T!G FIR PLY. V p = NAILED 4GLUED. - 3-2XIT'e PT IX4 DECKING —2X10'e fit t6"OL.— 2X10'e 0 Ir."OL. TP.14ANGERS a PT 9 16 OL. _ RI9 1N9UL• 3 2XI2'e GIRDER ® _ 0 3-1/2"GONG.FILLE� Y= NQ OST ANCHOR LOLLY COLLU i O------ F= BASEMENT F= - w w W i — 4"THICK _ Q y — GONC.SLAB i z N WOO CROSS SECTION (C) N t. TE �.A �E GS LEAVES PURCHASER RESPONSIBLE FOR COMPLIAN LD CE WITH ALL 2.EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 3,ALL FOOTINGS SHALL EXTEND BELOW FROSTLINE-VERIFY DEPTH, OR FOROTR IUSE OFSHE9E DRAWINGS DUN NG CONSTRURGTIONNSIBLE PRACB CE9 OF GONSTRUGTION.4VERIFY DESIGN WITH OD AL ENGINEER. 4 WITH LOCAL ENGINEER AND BUILDING OFFIGIALS� SCALE" I�4�I 2XIO RAFTERS 9 16"O.C. RIDGE VENT 1/2"PLY.SHEATHING ZX12 RIDGE `V 150 ASPHALT PAPER ASPHALT SHINGLES 12 x 2XIO RAFTERS 41 I6"O.G. RIDGE VENT 5 1/2"PLY.SHEATHING 2XS RAFTERS 9 16"O.C, 2XI0 RIDGE ZA I.s - 150 ASPHALT PAPER 1/2"PLY.SHEATHING ASPHALT SHINGLES 50 ASPHALT PAPER ASPHALT SHINGLES 2XS a CJ,0 1& O.C. _ R30 INSUL 2-2XI2's ® 1/2"WALLBOARD IX3 STRAPPING 2X4's 9 16"O.C. 1/1"WALLBOARD RI3 INSULATION z 1/2"PLY.SHEATHING m TYVEK WRAP OR EQUAL Q �' M/BEDROOM SIDING 12. 2XIO RAFTERS 0 16"O G. 4 1/2"PLY.SHEATHING 150 ASPHALT PAPER �Q ' 3/4°T/G ASPHALT SHINGLES FIR PLY. � � NAILED t GLUED. _ — � - LL 2X8 s C 9 16 OZ. 9 r Q J. Y7r,,,,,, INSUL ® Qpl STRAPPING W12 BEAM N I FC,WALLBOARD = 0 �o W GARAGE STORAGE 1/2" ALLB CARD l"7 2X4's 0 16 O.C. 111 Q R131NSUL TION J Q/ 1/2"PLY.S 4EATHING Q 4"THICK TYVEK WR AP OR EQUAL CO 14ICK B CONC.SLAB SIDING Lu (L U � O 4 �� ASPHALT SHINGLES — 150 ASPHALT PAPER 1/2 PLY.SHEATHING CROSS SECTION 2) �a VENTED DRIP EDGE 0 5"ALUM,GUTTER Q Q o � o[ z IXS FACIA Lu O O [Q m N IXS SOFFIT m Ca F 1-1/2 BED MLD. IX6 FREIZE �D� EAVE VE I AILS EAVE 2 NOT 1,PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL 2.EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 3.ALL FOOTINGS SHALL EXTEND BELOW FROSTLIKE-VERIFY DEPTH,LOCAL .VERIFY STRUCTURAL ELEMENTS FOR DESIGN 4 SIZE FOR SITE BUILDING OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCT MAY NOT BE WELD ION. PRACTICES OF CONSTRUCTION.VERIMUST BE DETERMINED BY LOCAL FY FY DESIGN WITH LOCAL ENGINEER.L CONDITIONS AND ACCEPTABLE 4 CON T O W T14 LOCAL ENGINEER AND BUILDING OFFICIALS. 5C A LE I/4tl ° 11-0�I 34'-0" 16 S'4° TYP.HANGERS �-3-2XIO PT TYP.10°DIAM,CONC.FILLED q TUBE ON 24"X24"XR"FTG, 4 OR EQUAL, 2X6 P.T.SILL (� _ 2X10'e PT T7P,HANGERS 3-2,XIO PT 6,6 O.C. m \mil a IL IL JJ -- -- -- - - -- -- -- -- -- -- - 2XIO'ePT� .. I , 2XIO'SPT� Q 9 Ib°O.G. Q "3 At . II TYP.HANGERS 2XI0 PT 2X6 P.T.SILL TYP.RIM IL 19 -- - ------------------------------- - --- TYP,HANGERS 2XIO PT - - - - ----, Q Q 3UA 0 N O I , TYP,HANGERS W , O X , 2K10'e 9 16"O.C.--> - j O 2K10'e 6T 16"OJC Q L GIRDER BELOW _ W - -- -- - -- -- -- -- - -- Q - -- -- -- -- - - Q U GIRDER BELOW , O , I I , TYP,HANGERS i , 2NI0'e aI6"O.C• 2x10'e 6I6"O.C--- i (jO/ ]XI NALLER 1 LL2`•— J 4'MAX.GFAR SPACE BETIIIffNif I TYP.HANGERS 2XI2 PT w Q - (L FIRST FLOOR FRAMINCs PLAN m n 2XS'e PT 6) I x SIDING , , - , I 16"O.C,aDOLawn.RAelxrm , ' ki Df4NAlER 4 awn.PLTNTN eLocac ePAcaJ �4 DEcKnm TYP,HANGERS� - - - 3-2XI2 PT leiI A ' "� 1,� IL1 1 3r.•oun.cARR.6oLTe — a , TJNIOP.t.DEAn 24'oz. aTAGOER } I THRouGN 60LT TO EACH Poet TYP.12"DIAM.CONC.FILLED DO WN T 314'CIAM,6OLT0 - � ��'-0 TUBE ON 24"X24"XI2"FTG. OR EQUAL y1,0 NALLER METAL JOIST MANGER 6 DOTH ENDS OF D EACH JOIST a[e 1P000R vLN,TT@ TO YOLJP a' C OLOCKING 6-3/4'LAG DOLTS X G Yi'OL.STAGGBi. x METAL POST ANCHOR D r - 0 20 or AM,R-4saNG 'O 1.DIAM.CONCRETo DAM G MSL 4'O'DEWN GRADE GRADE EXT, DECK DETAIL o e I,PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL 2,EXACT E AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 3,ALL FOOTINGS SHALL EXTEND BELOW FROSTLINE-VERIFY DEPTH. N— SIZ LOCAL BUILDING CODES AND ORDINANCES,J B DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE 4,VERIFY STRUCTURAL ELEMENTS FOR DESIGN 4 SIZE SCALE' II.41� I'_Q tI FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION, PRACTICES OF CONSTRUCTION,VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFFICIALS. ' s gal QA TYP.RIM � Z m N Q >• TYP,HANGER9 . <—2x10'e 9 V OLD r—2a10'e 9 16"OL-- cr JUL 4 O \I TYP,HANGERS STEEL I BEAM Z, BEARING WALL BELOW LVL'e O W �JL_1L_ w a —"` -- —_�-- --u-- — - - ------------------ -� ------------- -- — TYP.HANGERS � Q V 2 2XIO'e 2d0'e 9 I6"OLD U O �—2x10's Q 16"OL.—� O . U� L� �Q Y SECOND FLOOR FRAMINGPLAN w E �Lu O Z .w O m C() N ccl @ F NOTE: I.PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL 4.EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 3.ALL FOOTINGS SHALL EXTEND BELOW FROSTLINE-VERIFY DEPTH. LOCAL BUILDING CODES AND ORDINANCES,J B DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE 4.VERIFY STRUCTURAL ELEMENTS FOR DESIGN f SIZE SCALE: 1/4" FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION, PRACTICES OF CONSTRUCTION.VERIFY DESIGN WITH LOCAL ENGINEER, WITH LOCAL ENGINEER AND BUILDING OFFICIALS. - I d Q1 � m a� 2XIO'e 9 16°oc, Z m �' - -- -- -- -- -- -- -- - -- -- -- s wob5116"ors r QI O QI p , �—2xIO'e 0 Ib°O.C� W OW 2X12 2XH RIDGE RIDGE - 2XI2 RIDGE m Q 2x10'e 51 I6"OL.-- 2x10'e 9 W."O.CL W X2x10'e G 16"O.G-- N Q U 11_ __9tL-- QIll WW III 1— X H r II 0 II II ___-- --l- _---__ __y m O m l m ui O 111 nF=====---- -----== =FFT nIV OnnL J � .J � I X p1 i° ZXS'e 9 I6"OL. III n °1 1 III p 1p @ iq III LZ t 0 m w . 9 ul w m r ul ul Y� x 11 _ __ 111 O 11 Iil 111 I III N II m H m 11 III III tll 111 - u e Au _ _ r- Z mN 'E Z W O ROOF FRAMING PLAN -- -- -- -- -- -- - - -- -- -- --LL -- - LL L coo F. Q 1 � OT I.PURCHLOCALASE OF BUILDINGRAWINGS LEAVES PURCHASER CODES AND ORDINANCES.J 5 DESIGNSIBLE FOR MAY NOT BE WELIANCE WIT14 ALL LD RESPONSIBLE 2 MUST BEEXACT IDETERMINED BYL CONCRETE LOCAL$OIL CONDITIONS AND ACCNGS 3.ALL FOOTINGS SHALL EPTABLE EPTABLE 4.VERIFY STRUCTURAL LEMEND BELOW TS FOR DESIGN 41 SIZE ERIFY DEPTH. 5C A L t -It OR SITE CONDITIONS OR OR THE USE OF THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION.VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFFICIALS. I�� -O 1 TOP FNDN. AT EL. 73.6' SYSTEM PROFILE a ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT To SLUE) PROVIDE INSPECTION PORT WITHIN � 72.8' ACCESS COVER (WATERTIGHT) TO 3' OF FINISH GRADE 2.8' MINIMUM .75' OF COVER OVER PRECAST F WITHIN 6' OF FIN. GRADE 2% SLOPE REQUIRED OVER SI7Z STEM 74.6' s� } RUN PIPE LEVEL 2" DOUBLE WASHED P/ ONE �_ �s y 71.0' /-FOR FIRST 2' / 73.8' WL PROPOSED 1500 // SPACE :• Ad ONLY GALLON-SEPTIC I tee- - 70.55' O 70.80' TANK (H- 10 ) GAS �� 73.47' 73.38' J RACE LANE OLD STAGE RD. BAFFLE1�71: 0.6T - _ < 72.8' LOCUS �6' CRUSHED STONE OR MECHANICAL d� WALL FTG. COMPACTION. (15.221 (21) E ELEV. 68.0' DEPTH OF FLOW = 4' 1 1 F5� (-x SLOPS x SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE MIN TEE SIZES: BASMNT. SLAB. INLET DEPTH 10" USE ADJ. WATER AT EL. 67.8' ELEV. -70.0' M. OUTLET DEPTH 14" FOUNDATION- 10' S/T 4' CH PUMP 36' D' BOX 5' FL CCHHIINNG IY LOCATION MAP NTS BUOYANCY CALCS: ASSESSORS MAP 150 PARCEL 79 1500 GAL H-10 SHOREY TANK WGT: 11480 LBS ZONING DISTRICT: RF SCREENING: SEE BOH VARIANCE CONDITION NOTE 3 BELOW. YARD SETBACKS: 1.75 x 10.5 x 5.67 x 62.4 = 6501 LBS UP FRONT = 30' ` (OKAY) 40 MIL POLY VINYL AND SIDE = 15' 1000 GAL H-10 SHOREY TANK WGT: 8240 MASTIC ON INSIDE OF LBS EL 73.8' I 10 RETAINING WALL REAR = 15 PLAN REF. - PB 281 PG 99 1.8 x 8.5 x 4.8 x 62.4 = 4582 LBS UP FLOOD ZONE: C ALARM AND CONTROL PANEL I (OKAY) *50' FRONT SETBACK PER VARIANCE RECORDED AT BK TO BE INSTALLED INSIDE i' 18129 PG 337 BUILDING. ALARM TO BE ON (8) #3 BARS CONT. FOR p�'` HORIZONTAL REINFORCEMENT -SEPARATE CIRCUIT FROM PUMP XPc CONTINUOUS (TYP.) AP IDISTRICT INV. IN 70.50' 5.8' 4.8' 36' OVERLAP ON CORNERS. 1000 GAL H-10 S .2" PRESSURE LINE EL 71,0'(PROPOSED) 550 GAL+ SLOPE TO DRAIN BACK TO PC _ - :;_ #4 BARS 12" O.C. FOR VERTICAL GROUNDWATER ADJ. DATA: REINFORCEMENT FLOAT SWITCH ALARM ON ENOTF-- SE SPECIAL LOWERED = WELL SDW 253 SETTINGS: RESERVE WEEP HOLE ITH RUBBER BOOT 2.3' �yPUMP ON giECK VALVE ANK BOTTOM FOR FROSTr6. ' ` ZONE' B 4" WORKING RANGE 8' �3 ON. INVERT = EL 68.8' 2" Y'_ 2' ADJ: 4.7'' 4, MYERS SRM 4 tyP• - 68.0' BASE EL PUMP OFF 8' SUBMERSIBLE 4/1D HP PUMP 4.' : 8. : . .��:- :; : TEST HOLE LOGS SYSTEM (OR EQUAL) -.-... ;: ; .• 0000 o000 0000 J4 BARS 12' O C. Hm 2' CLEAR OF TOP/ENDS NATURAL SOIL �I ENGINEER- DANIEL A. OJALA, SE _ PUMP- CHAMBER CONC. RET. WALL (NITS) ' WITNESS: DAVID :STANTON, RS(NOT TO SCALE) - 4000 PSI 28 DAY fc DATE: T2/22/03 PERC. RATE _ °< 2 MIN/INCH ' SEPTIC DESIGN: (GARBAGE DISPOSER is NOT ALLOWED ) CLASS I SOILS P# 10648 DESIGN FLOW: 3 BEDROOMS (110 GPD) = 330 GPD OLD Tq�� +70.43 USE A 330 GPD DESIGN FLOW [� µ SEPTIC TANK: 330 GPD ( 2 ) = 660 ROAD 1 BENCHMARK: C. BASIN GALLON SEPTIC TANK 0 70.2 0 69.9 USE A 1500 AT ELEV. 70.0' ELEV. 2 ' w f w ' USE A 1000 GALLON PUMP CHAMBER z _ AP Ap LEACHING: +71.29 + 7i��•3o `® 0.00 LS LS 2 39.0 + 10.8 (.67 ( 74 = 49 +70.84 o. � - GRANITE 10" 1OYR 4/2 10" 1OYR 3/2 SIDES: � )T-)--r-) BOTTOM: 39.0 x 10.8 (.74) = 311 �1 +70.18 \ 0 2 9 f CURB B B TOTAL . 486 S.F_ 360 GPD . 119.32' f�70. IGN0 �+69.21 +68.91 LS LS USE (9) QUICK 4 STANDARD INFILTRATORS WITH 1.5'- 71.0 I uT1L 6 36" 1OYR 6/6 67 2' 26" 10YR 6/8 67.7' STONE AT ENDS AND 4' AT SIDES 61 71.0 EQUIRED CURB CUT" TO TOWN SPECIFICATIONS PROVIDE VENT WITH CHARCOAL FILTER �n 39,0' TH1 7 1 ' C AND BUGSCREEN (FINAL PLACEMENT WITH ti + 6 81 /35 (.:�, C PERC HOMEOWNER CONSULTATION) / / 4 m 10.2 +69.71 M/F SAND ivI%F -AND PROP. CONC. RET. / / - +68. 8 �110, WALL (SEE DE I AIL) SCREENING REQUIRED WAl}R 63.I - r _. OF SHEET. \v _ ` ScE°NOTE ON BOTTOM OBs / W Q�OP• - 2 ►o, � �' 1C-rii -7j2 2.5Y16/3. 5' REMOVAL OF UNSUITABLE SOIL .. p REQUIRED AROUND PERIMETER OF +69 55 �F72.4 0LEACHING FACILITY, DOWN 0 ITH2w+69.3 IreI SUITABLE SOIL LAYER. REPLACE w .5 120" 60.2' 144" 57.9' WITH CLEAN MED. SAND. ENGINEER Q t Q� 4 O W TO INSPECT AND CERTIFY 3 REMOVAL cn I 73,0 1 5' 6 j 24.00' 72.8 26,pp• _� 72.8 +68.14 NOTES: 8 PROP. 3 BR N o N -�`� DWELLING - Cl TOP FNDN h -sa ASSUMED 3-5. = 73.6' 1. DATUM IS N o 1.8 4" PVC FOUNDATION BOARD OF HEALTH 72.8 2. MUNICIPAL WATER IS AVAILABLE 0 ��- DRAIN TO DAYLIGHT MA_ L PROP. DECKS INVERT = 69.0t' 3. MINIMUM PIPE PITCH TO BE .1/8" PER FOOT. APPROVED DATE 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 7� 6e.'as +68.�168.26 +69.91 5. PIPE JOINTS .TO BE MADE WATERTIGHT. 69- +68.56 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. +69.27 ENVIRONMENTAL CODE TITLE V. ����� Copt 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT 6 .1 FOR`. +68.29 TO BE USED FOR ANY OTHER PURPOSE. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4- PVC. off 5W-� 1 + 6809 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT ` INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED 68 FROM BOARD OF HEALTH. down cape engineering, inc. #1 +67_ \.\ t0 +67.>59 10. SEE VARIANCE RECORDED BK. --181 29 PC. 337 FOR- SPECIAL CIVIL ENGINEERS #27.16 c CONDITIONS LAND SURVEYORS Fp +67. h,l _ 11. SEE BOARD OF .HEALTH.. CONDITIONS AT BOTTOM OF SHEET. cF +67.1 939 main st. yarmouth, ma 02675 OFe66.78 00 #4 66.26 TITLE . 5 SITE PLAN! . alb _ TI OF 1283 OLD STAGE . ROAD - #5Nk65.34 + LOT C IN THE TOWN OF: 51 -�F (1.19± �5:16 MARSTONS Mf LLS 9t ACRES) #6 PREPARED FOR: BAYBERRY BUILDING CO. # zo 7�i-j, J, 6425._- +65.13 W 15 30 0 30 60 90 C _ 10,MH WETLAND FLAG BY = 10 HAMLYN CONSULTING TYP. " ' SCALE:, 1 30 DATE: FEB.RUARY .10, .200& _ 6 VARIANCE REQUESTED FROM BARNSTABLE REGULATIONS: ART VIII, REV 6/20/06 (BUOY. CALLS) SECTION 360-18A (4' OF SUITABLE MATERIAL ABOVE MAX. REV 7/14/06 (add variance) GROUNDWATER ELEVATION) 0 REV 9/06/06 (BOH conditions) 25 50 75 700 n St+OFtf, �ZNOF',fti 9/15/06 (3 BR) CAPACITY GPM - NOTE: VARIANCE GRANTED- BY B.O.H. 9/5/06 WITH THE FOLLOWING-CONDITIONS: �FA� A1) �``A f- PUMP CURVE FOR MYERS SRM4 4/10 HP PUMP 1. OUTSIDE FACE OF RETAINING WALL SHALL BE 10' MINIMUM FROM WESTERLY ABUTTERS LOT LINE (SHO ARNE H cti� o� ARNE 2. LOT IS RESTRICTED TO A MAXIMUM OF A FOUR BEDROOM :,qTLE 5 DESIGN FLOW (TO BE RECORDED) �� OJALA H. s� 3. LEYLAND CYPRESSES SHALL-BE PLANTED AT TAGGED NURSERY RECOMMENDED SPACING AROUND c�i CIVIL OJALA N ENTIRE PERIMETER OF SEPTIC RETAINING WALL � No. 307 2 ,e 2t?3.A8„ S 5\ V ?a* 03-356 SBO - ARNE H. OJALA, P.E., P.E.S. DATE l w o� Q I 1 1 cD = I I I I 18-0" r---------- I I 1 I I I I M S �-0■ 1 1 LtJ } D�� 4, Y-ION 1-0" 9,-0" 81 3'-0" 3-0n # s +— L �'o•et,Iva11� en 4 a 'Q car Q � �P N/BATN DINING AREA � I I 4 4 T cn n. GARAGE' 1L I , m FAMILY ROOM ` LANDING _ VAULTED 4,-0" — — — — — Q Q cn H T -- Ir - F 1 e (----- 1----- Jf ———————————————— « iy ; ------------------I r---- —————————— I ---,--t-----1-----------I-----r----- ` I 1= 1 I rK dl I I I 1 0 1 t I 1 '-----I '-----I ® ® KITCHEN AREA ► 1 16'-0" ------ j474 6,-6 " yo II,-ON a-0 6'-b" Z IIII rll nn an 011 COVERED PORCH an nn a� au nn en nu rn n11 all FIRST FLOOR FLAN nn an — r s----- -----a-- STEPS O I � { I L. L PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL 2 EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 3.ALL FOOTINGS SHALL EXTEND BELOW FROSTLINE-VERIFY DEPTH, LOCAL BUILDING CODES AND ORDINANCES.J B DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOC-11 SOIL CONDITIONS AND ACCEPTABLE 4,VERIFY STRUCTURAL ELEMENTS FOR DESIGN t SIZE `- SCALE: 1/4II = II-O FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION.VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFFICIALS. - -- -- i i i I 9 Alli Xr IL rs'O'-0" 3,-6" 6-6" IOC-0. 31 1/4" ------ ------- ----- W-4"2 --------------------- $�- �4" ----------- I - BATH i I-----1 r---- 'Q ~ � 1 W.IJ1i. -♦ I I 1 BEDROOM #2 I ■ I 1 I Q I I 2'66 I I I O 1 1 I Z1--- -1 1----- Q }-- O !L 13' �4" z T-d N O � Q.. I M/BEDROOM O a(� MTWM 0 e Y LANDING Ll c::D BALCONY M/BATH ROOF < Z ------- --------------- - -------------- --------- FOYER --- -- I 1 1 i 1 —J = 155 I I DEDROOM #3 4 CATHEDRAL --------------------------------- i ----------------------------------------- ------ G k ----- ---- -------------------- i f SECOND FLOOR PLAt ROOF Q Z . O ----------------- f I! i NOT ; L PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL 2 EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 3.ALL FOOTINGS SHALL EXTEND BELOW FROSTLINE-VERIFY DEPTH, LOCAL BUILDING CODES AND ORDINANCES.J B DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE 4,VERIFY STRUCTURAL ELEMENTS FOR DESIGN 4 SIZE SC LE ���II = I I-O II "! FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION, PRACTICES OF CONSTRUCTION,VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFFICIALS. I i �