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HomeMy Public PortalAbout17 Labrador LaneDocumentation Required for Applications Application Type Exemption 45 Day Waiver OKH Application OKHD-23-82 Submitted On: Apr 4, 2023 Applicant Timothy Kelley 15087371259 precisionpools@live.com Primary Location 17 LABRADOR LANE BREWSTER, MA 02631 I am applying for a(n): Exemption Application Building Use Residential I am the Authorized Agent Owners Email Address dcolton57@outlook.com Contractor/Authorized Agent Email precisionpools@live.com I would like to see the HDC regulations/checklist -- Detailed Project Narrative that describes the existing conditions of the property and all proposed improvements, including their location within the property and on the structure. inground swimming pool and fence surounding Will You Be Removing Trees as Part of This Project? No This Application is Exempt of Proposed Exterior Construction on the Grounds That: It will not be visible from any way or public place Type of Work Other Other true Other: Please Explain swimming pool and fence An exemption is granted at the discretion of the Historic District Committee Chair. You may be required to attend a meeting Exemption Project Fence Height (in Feet) 4 Type of Fence Proposed -- Height (in Feet) 0 WAIVER OF 45 DAY DETERMINATION OPTIONAL Applicant/Authorized Agent Signature true Applicant Signature Application Completeness Checklist Completeness (Exemption) New Multi-Entry Section The applicant/authorized agent understands and agrees that the determination of the submitted application for Old King's Highway approval may not be made within 45 days of the filing of such application. The applicant agrees to extend the time frame within which a determination is to be made as required by the Old King’s Highway Regional Historic District Act. Section 9- Meetings, Hearing, Time for Making Determinations “As soon as convenient after such public hearing; but in any event within forty five (45) days after the filing of application, or within such further time as the applicant shall allow in writing, the committee shall make a determination on the application.” (Page 11, Old King’s Highway Regional Historic District Bulletin) Applicant understands that the review of this application will be scheduled as soon as the situation allows. Owner/contractor/agent is aware that a permit is required from the Building Department. (Check other departments, also.) If application is approved, approval is subject to a 10-day appeal period required by the Act. This certificate is good for one year from approval date or upon date of expiration of Building Permit, whichever date shall be later. All new construction will be subject to inspection by OKH. OKH-approved plans MUST be available on-site for framing & final inspections All fees will be doubled for permits not obtained prior to work being started All permit fees and deposits are non-refundable I, the Owner and/or Authorized Agent, do agree to adhere to the guidelines set forth in the Old Kings Highway Bulletin as well as all local and state regulations. true opEWST 3 0 ° N TOWN OF BREWSTER OW KING'S HIGHWAY REGIONAL HISTORIC DISTRICT HISTORIC DISTRICT COMMITTEE 2198 MAIN STREET BREWSTER MA 02631 PHONE: 1508) S96-3701 EXT 1'I25 EMAIL: HDCMEETING©BREWCTER-MA.GOV CERTIFICATE OF EXEMPTION Application is hereby made for the issuance of a Certificate of Exemption under Section 6 and 7 of Chapter 470, Acts and Resolves of Massachusetts 1973, as amended, for proposed work as described below and on plans, drawings or photographs accompanying this application. This Certificate expires one year or upon the date of expiration of any Building Permit Issued, whichever expiration date shall be later. You must file an extension before the expiration date. IMPORTANT: ALL FEES DOUBLED IF WORK IS STARTED BEFORE APPROVAL. Address of Proposed Work 9 1 Labrod0 r r C Owner Name Owner Mailing Address 1 2I3 COL d c- ( L . rii Q Owner Email Contractor Name Company Name �C.G\ 4 ( r\ s 1 01,,,41 coo k j ;C t t? �( Contractor Address U �tA) Ga ? C �Q r hl urkk Contractor Email i.(Q. t e i 0 >rs poJs t .V4. G M Application # Fee: Date Paid Check # MAP LOT Contractor Phone Jam( 1 .5 - (P S71 This application is for exemption of proposed exterior construction on the grounds that (check applicable box): ' It will not be visible from any way or public place and/or ❑ It is within a category declared entitled to exemption by Old King's Highway Regional Historic District Commission. Describe and furnish plan of proposed work showing location on lot and, if an addition is involved, showing location of existing building. iq fctAnd no rev, 'Go (ICC1. -42.(i Ir'-C. n C i. Caro to r1 SW t ers^ rintvi Foe)), b4tc.k to ro" App ant Signature Historic District Committee Signature Date This Certificate is hereby OKH Cert Exemption 22-5-13 TOWN OF BREWSTER OLD KING'S HIGHWAY REGIONAL HISTORIC DISTRICT HISTORIC DISTRICT COMMITTEE 2198 MAIN STREET BREWSTER MA 02631 WAIVER OF 45 DAY DETERMINATION OPTIONAL PHONE: (508) 396-37C1 EXT 1125 EMAIL: 4EET1i` G REWSTER-MA.GO!' The applicant/authorized agent understands and agrees that the determination of the submitted application for a Certificate of Appropriateness may not be made within 45 days of the filing of such application. The applicant agrees to extend the time frame within which a determination is to be made as required by the Old King's Highway Regional Historic District Act. Section 9- Meetings, Hearing, Time for Making Determinations "As soon as convenient after such public hearing; but in any event within forty five (45) days after the filing of application, or within such further time as the applicant shall allow in writing, the committee shalt make a determination on the application." (Page 17, Old King's Highway Regional Historic District Bulletin) Applicant understands that the review of this application will be scheduled as soon as the situation allows. Applicant/Authorized Agent Name 'T 1-t Applicant/Authorized Agent Signature Date /a3 Li A �I Property Location I' t 0,6 ro;, CA o ( Lc; OKH Cert Exemption 22-5-13 /11 II r-- ,I1 I/ Ro (50' 66 idth 111 I Ch co /n \ V 1 \ \1 \ \ W \ \ 11 L 1 Ir - Goroge \\ 11 3 1 1.. - -- \\ Mop 60 /I �� House #17 \ , Parcel 68 i r o \ ` TOF EL = 91.0 1 / 0' 1y -1 11 11 NewPosedOulet i1 \ I�: ler. \ Invert EL m 8'., Planter \ N I I' 4 114" /Deck/ \\ 1�, \_ kDxk��/%/: n i I. . _ ^ 91�i. / 19tone Wolk„�\ r� // 11 o %tot . l'f /// / Notes I.) Assessor's Mop 126 Parcel 95 2.) Book 28365 Pg 269 3.) PI Bk 585 Pg 53 Lot 1 Zone: RM 60,000 Sq. Ft. 1i:1)' Frontoge Setbacks Front 40' Side 25' Rear 25' f'.en CLA-0 be s4,,Ll.eo .<Citntc-��� al Area Z) 8t i Acres tA "e-r ax/tea/ F 9 Upland Area 2.17E Acres °t4./°e \ f pseme � \ Main Street' Old Kings HwY a U c* ' o o Locus v Brewster, MA Plot Plan bx.s for Proposed Septic System and Pool located at 17 Labrador Lane Brewster, MA PreporedJ for: Franklin Hubbell, Trustee 0. Prepored by: All Cope Septic and Survey 6i8 Route 28 West Yarmouth, MA 02673 (508) 771-4200 ollcapesep tic©gmoil. com January 05. 2023 GRAPHIC SCALE � a 15 70 6D ( IN FEET ) 1 inch = 30' ft. WORK LIMIT LINE TO BE DOUBLE STAKED HAYBALES OR SILT FENCE. LINE TO BE INSTALLED PRIOR TO ANY SITE WORK. Map 60 Parcel 19 9VW 1 ,vtq ('00) i/o of s N 57'35'29" E 178.88' (20.6) a) /0) N ul N Sheet 1 of 2 DWG #520A Ro (v to e Notes L0' 14, 0/1 1.) Assessor's Map 126 Parcel 95 o u hi 2.) Book 28365 Pg 269 Kings Hwy 3.) PI Bk 585 Pg 53 Lot 1 Win streets 010 0 3 Zone: RM ' s 0 ,^ 60,000 Sq. Ft. a o o Locus a / . (0 150' Frontage o / \ r p 0 Brewster, MA / (L.)S / ,0 Setbacks / c- I\ H Front 40' Plot Plan 9Omx`L5 \ / 0 0 / \ Side 25' �/ / \ Rear 25' for / i / , ., \\ Proposed Septic System /a �, / \\ `\ and 0 $° ' ,, \\ `\ Pool ` located at ',/ -o 1 ^ \ \ 17 ;_.abrodor Lane Brewster, MA - / 2 \\ \ Prepare:; for: Prepared by: / = / \ Franklin Hubbell, Trustee All Cope Septic and Survey / \ 1 618 Route 28 / / 1 r \\ 11 West Yarmouth, MA 02673 / \ \ 1508) 771-4200 / /1 1 `\ ollc peseptic®gmail.com / / 1\ January 05. 2023 / 11 ` \ GRAPHIC SCALE / / 1 1. 1 Il l \ \ 70 a i5 30 60 \ \ \ \ I I. I - I - \ \ OM MI MI 11 I ' „ j \\ 1 ( IN FEET ) II w \ 1 inch = 30 ft. I \\ I 1 \ --'1 11! `— \\ v ��� .s WORK LIMIT LINE TO BE DOUBLE STAKED ii I I' '�\ ' Goroge \ Le HAYBALES OR SILT FENCE. 1/ --1.9-- Map �: LINE TO BE INSTALLED PRIOR TO ANY SITE WORK. Mop 60 ( House #17 r\ \ \----- Parcel 68 1 1. o \ \ TOF EL = 91.0 ' y \ ii y, '� \\ II ; 11 P —' \ I Mop 60 nee c— proposed New Outlet ' \ 5 //" Parcel 19 1 \ Invert EL = 87. �'� Sri Planter \ .N %r to I Bede \. \ \___--��Dock �� //� �\ Stone ' ''� t'7 / 1 �L ` 015sJ walk �' \ / // I ',..sir 9 ' NII =r' _ oe0,0' --- '`-- /// (0001 111 O III \�0.%-»� - r '�' // 1 See -` /t vw a W // ;'70.07 „Note #19-- 11 /ice 1 1 1I iv • a ' i1 0 1e. //4 1 ii 1 I I Propose Pod I / / % //.: ;1°5'3 / .1. 1 Liu I a tae N // e of 1 ..F9 II s B 1 t2. M Ill i 1q /// - 1 i/ m 1 N i i Note #19 8' - 1 I I. eeiaa £' 'M1 2• Q. I ' I 1/0.7 I' 11 / i g 1 III k Limits / j. x \ 111 . __ 1 Born Im \1 \ L_�_ eve 1 1 \ cll.') \ \ \ \ \ w .94, F• g \ M N Total Area 2.18± Acres °f E. \ v' Upland Area 2.17± Acres eat'° e \ Z N Oge \ w 'eft\ \ N .co ro 03 N 57'35'29" E 1zo.57 T-- 178.88' z Sheet 1 of 2 DWG #520A CONSTRUCTION NOTES 4. ) COVERS OVER THE INLET AND OUTLET TEES OF THE SEPTIC TANK, THE DISTRIBUTION BOX, AND THE 50L ABSORPTION SYSTEM SHALL BE RAISED TO WITH IN 6' OF FINAL GRADE. LEACHING FIELDS. TRENCHES, AN0 OTHER SOIL ABSORPTION SYSTEMS WITHOUT ACCESS MANHOLES S HALL HAVE AT LEAST ONE (1) INSPECTION PORT CONSISTING OF PERFORATED 4" PVC PIPE PLACED VERTICALLY TO THE BOTTOM OF THE SOIL ABSORPTIOI SYSTEM W ITH A CAP , 11E0 58TH M AGNETIC MARK ING TAPE, ACCESSIB LE TO 58TI 4N 3" OF FINAL GRADE. 5. ) PIPING SHALL CONSIST OF 4" SCHEDULE 40 PVC OR EOUIVALENT. PIPE SHALL BE LAID ON A MIN IMU M CONTINUOUS GR ADE OF NOT LESS THAN 2R FROM THE BUILDING TO THE SEPTIC TANK, AND N OT LESS TITAN 18 OTHERWISE. 6.) DISTRIBUTION LINES FOR THE SOIL ABSORPTION SYSTEM SHALL BE 4" DIAMETER SCHEDULE 00 PVC (OR EQUIVALENT) LAID AT 0. 005 FT/FT. UNLESS OTHERWISE NOTED. UNES S HALL 8E CAP PED AT END OR AS NOTED. 7. ) UNES FROM THE DISTRIBUTION BOX TO BE LEVEL. FOR THE FIRST TWO (2) FEET BEFORE PITCHING TO THE SOIL ABSORPTION SYSTEM. DISTRIBUTION BOX SHALL BE WATER TESTED TO ASSURE EVEN DISTRIBUTIO N. 8.) GROUT TO BE USED AT ALL P OINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL. 9.) H EAVY EQUIPM ENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE DISPOSAL FIELD DURING THE C OURSE OF CONSTRUCTION OF THE SY STEM. 10.) IN ACCORDANCE WITH 310 CLLR 15.221, ALL SYSTEM CO MPONENTS SHALL BE MARKED '59 TH MAGNETIC MARKING TA PE. 11.) THERE ARE NO KNOWN WELLS CR WETLANDS WITNN 150' OF THE PROPOSED 5O L ABSORPTION SYSTEM. 12. ) FROM THE DATE OF THE INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL RECEIPT OF THE CERTIFICATE OF COMPUANCE, Tiff PER IMETER SHALL BE STA KED AND FLAGGED TO PREVENT 115E OF THE AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM. 13. ) THE DESIGNER W ILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UNLESS CONSTR UCTED AS SH0V4N ON PLAN. ANY CH ANGES SHALL BE APPROVED N WRITING BY THE ENGINEER. 14.) TFff BOARD OF HEALTH REQUIRES INSPECTION 05 ALL CONSTRUCTION BY AN AGENT OF THE BOARD OF HEALTH AND THE DESIGNER. TH E DESIG NER SHALL CERTIFY IN WRITING THAT THE SEW AGE DISPOSAL SYSTEM WA S INSTALLED N ACCORDANCE WITH THE TER MS OF THE P ERMIT AND TH E APPROVED P LANS. 48 HOURS ADVANCE NOTICE IS REQUESTED. 15. ) LOCA TION OF UTILITIES 15 APPROXIMATE AND CO NTR AC TOR SHALL BE RESPONSBLE FOR DETERMINING THE LOCATION OF ALL UNDERGROUND A ND OV ERHEAD UTILITIES PRIOR TO COMMENCEMENT OF ANY 5095, THIS INCLUDES, BUT IS NOT LIMITED TO, REQUESTS TO 010555E. ANY PRIVA TE UTILITY COMP ANIES, AND THE LOCAL WATER DEPARTMEN T. 16. ) CONTR ACTOR SHALL VERIFY THA T ALL W ASTEUNES ARE CONNECTED BY WATER TESTING WITHIN THE DWELLING PRIOR TO INSTALLATION OF ANY SEP TIC COMPONENTS 17.) CO NTRACTOR SHALL VER IFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION OF ANY SEPTIC SYSTEM COMPONENTS. 18. ) TEST HOLES COMPLETED PER STATE ENVIRONMENTAL CODE. 1111E 5. SOILS CAN BE VARIABLE A ND TEST HOLE DATA IS NO GUARANTEE OF SOIL CONDITIONS IN OTHER AREAS. IF SOILS DIFFER FROM TH OSE SHOWN IN THE SOILS LOGS. DESIGN ENGINEER IS TO INSPECT THE SOILS PRIOR TO PROCEEDING WITH INSTALLATION OF ANY SEPTIC COMP ONENTS. 19.) EXISTING SEPTIC C OMPONENTS TO BE LOCATED. PUMPED DRY, FILLED 58TH CLEAN SAND AN D ABANDONED IN PLACE OR REMOVED AS REQUIRED. AREA TO BE COMPACTED TO MINIMIZE SETTLING. INCLU DIN G EX ISTING SEPTIC TANK. TOF EL = 91. 0± 87.5± 1. ) ALL WORK SH ALL CONFORM TO 1F¢ STATE ENVNONMENTAL CO DE. TIRE 5 (310 CNN 15.000): STANDARD R EQUIREM ENTS FOR THE SITING, CONSTRUCTION, INSPECTION, U PGRADE, A ND EXPANSION OF ON -SITE SEWA GE TREA TMENT AND DISPOSAL SYSTEMS AND FOR THE TRANSP ORT AND DISPOSAL OF SEPTA GE. AND THE LOCAL BOARD OF HEALTH 950314TION5. 2.) A NY SEPTIC SYSTEM COMPONENT INSTALLED IN A LOCATION WH ERE THERE IS POTENTIAL FOR VEHICLES OR HEAVY EOUIPMENT TO PASS OVER IT SHALL BE DESIGNED 10 WITHSTAND AN H-20 LOADING. IF UNDER AN IMPERVIOUS SURFACE. SYSTEM SHALL BE VENTED TO THE ATMOSPHERE. 3.) TO MINMIZE UNEVEN SETTLI NG, SEPTIC TANKS AND D -80X SH ALL BE INSTALLED ON A STABLE MECH AM CALLY-COMPACTED BASE ON SIX INCHES OF CRUSHED S TONE. New ou tlel EL. EXCAVATION NOTES 1) EXCAVATE ALL MATERIAL AT APPROX. 132" DEEP (SEE DEEP OBSERVATION HOLE LOG), FOR A LATERAL DISTANCE OF 5" (WHERE POSSIBLE) IN ALL DIRECTIONS BEYOND THE OUTER PERIMETER OF THE LEACHING AREA. 2) FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND, FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES, WHICH MEETS THE TEXTURAL CRITERIA PUT FORTH IN SECTION 15. 255(3) OF TITLE 5. 3) SCARIFY THE BOTTOM SURFACE OF THE EXCAVATION PRIOR TO PLACEMENT OF FILL INTO THE RETAINING STRUCTURE. 4) PLACE FILL ONLY WHEN BOTTOM SURFACE IS DRY. RAISE MIN. 20" DIAMETER COVER TO WITHIN 6" OF FINISH GRADE EL=90.51 GAS BAFFLE - 1,500 GALLON H2O 1_18± -4 SEPTIC TANK Test Hole 1 (EL=88. 0±)I TEST HOLE LOGS Depth Elev . Lo ye r Soli Class Soil Color 0"-8" 87.3 0/A Loamy Sa nd 10YR 8"-30" 85. 5 B Loamy Sond 10YR 30"-54" 93. 5 C1 Fine Sond 2.5Y7/8 54"-132" 77.0 C2 Sondy Loon s with Pockets of Silt Loon I32"-180" 73. 0 C3 Fine Sand Test H ole 2 (EL=86.0± Depth Elev. Loyer Soil Class So il Color 85,3 0/A Loamy Son d 10YR 8"-30" 83.5 B Loa my Sa nd 10YR 30"-132" 75. 0 C1 Sondy Lo om with Pockets of Sill Loon 132" -180" 71. 0 C2 Fine Sand DATE OF TESTING: 4/5/05 SOIL EVALUATOR: THOMAS McLELLAN, PE W ITNESS: SHERI McCULOUGH, BREWSTER HEALTH AGENT PERCOLATION RATE: < 2 MIN/INCH NO GROUNDWATER ENCOUNTERED RAISE MIN. 20" DIAMETER CO VER TO WITHIN 6" OF FINISH GRADE Note 13 DB-3 H-20 8'± D -BOX EL=90. 21 i 4" PVC VENT & CAP BY "SWEETAR" (OR SIMILAR) Overha ng G eotextile Fabric i 3/4' 50 -1-1/2 STONE Do uble w ash) FOUR (4) 500 G ALLON H-20 PRECAST 84.2 CONCRETE LE ACH CHAMBERS WITH 4' OF STONE ON ENDS AND 4' ON SIDES FLOW PROFILE NOT TO SCALE LEACH CHAMBERS (END VIEW) EL=71.0 Bottom Test Hole SYSTEM DESIGN CALCULATIONS SEWAGE DESIGN FLO W: FIVE BEDROOM DWELLING 0 110 GPD/BEDROOM = 550 GPO (MINIMUM DESIGN REQUIRED 550 GPD) SEWAGE DESIGN FLOW PROVIDED: FOUR (4) 500 GALLON H2O CHAMBERS WITH 4' STONE ON THE ENDS AND 4' STONE ON THE SIDES Vt = ((42,0 x 12.83) + 2(42 .0 + 12,83) (2) x .74 = 561 GPD PROVIDED 561 GPD PROVIDED > 550 GPD REQUIRED SEPTIC TANK CAPACITY REQUIRED: 550 GPD X 200 = 1,100 (MINIMUM) SEPTIC TANK CAPACITY PROVIDED: 1,500 GALLON SEPTIC TANK A GARBAGE DISPOSAL IS NOT PERMITTED WITH THIS DESIGN FLOW *DESIGN ENGINEER TO PERFORM PERC TEST AT TIME OF CONSTRUCTION 13't Proposed Septic Plan 17 Labrador Lane Br ewster, MA Prepared for: Franklin H ubbell, Trustee Prepared by. All Cope Septic and Survey 618 R oute 28 West Yarmo uth, MA 02673 (508) 771-4200 of I capesepti cOgm oil.com Date: 11/22/22 Sh eet 2 of 2 Project N o. AC -520-2