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HomeMy WebLinkAbout0093 CROCKERS NECK ROAD - Health 93,CROC R NECKj k A = 01y �042 SMEAD No. 10339 smead.tarn • Made In USA f - _ __� - r _ -- 9 w' I i w i � � � , C� � , . � �� � TOWN OF BARNST LE, LOCATION F—S'EWAGE# OP VILLAGE ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. Qdlftfl� p► SEPTIC TANK CAPACITY 11900 - LEACHING FACILITY.(type) size) 7-4- ` NO.OF BEDROOMS MAL OWNER PERMIT DATE: COMPLIANCE DATE: a �( 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 Leachin Facility(If any wetlands exist within 300 feet of 1 c ' il� - '� Feet FURNISHED BY �.3 C.,rien ,v.ck Q i. I _ 35' Z64" 41sl � 284 -Z.96 No. l� Fee 161) THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ✓ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes application for Misposal 6pBtem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade Abandon( ) omplete System ❑Individual Components Location Address or Lot No. GUMct, Owner's Name,Address,and Tel.No. Assessor's Map/Parcel + b Installer's Name,Address,and Tel.No. -114 L3gZ Designer's Name,Addre"s's,,and Tel.No. 11—72 Xqt . & rt ar& Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.r qui)ed) 22� gpd Design flow provided gpd Plan Date ` Number ol sheets I Revision Dat Title Size of Sep is Tank Type of S.A.S. Description of Soil — On,Al J haaw Nature of Repairs or Alterations(Answer when applicable) �S( � f) scb a a I. Caiv_r axe—aA Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Bo rd o alth. Signed Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. �.�rD Date Issued 2 ------------------------------------------------------------------------------------------ ¢. t' hk r ,a f� 4 No. �'1 —V o � y . } r'` Fee"a � w THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ✓ Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS f ' ftpliLatlon for Disposal �60i* t Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade AA Abandon,(--*)" ikComplete System ❑Individual Components Yy Location Address or Lot No. I �� ���_�,�`--;'_�' Olw�nfer'/s NName,Address,and Tel.No. Assessor's Map/Parcel [1� % ±� C.'�J l I�'l p( idt l s -1 + ��+►t b. Installer's Name Address ar►d Tel.No ;, Designer's Name Address,and Tel.No. 1-hdwr Y1ra Type of Building: Dwelling No.of Bedrooms iyGr_ , I Lot Size (�. _ � sq.ft. Garbage Grinder( ) Other Type of Building � � No.of Persons Showers( )'Cafeteria( ) Other Fixtures t Design Flow(min.required)p gpd Design flow provided '3 3 g ), gpd Plan Date a Numb pjaher of sheets. Revision ,Dat `""""':.` 1.1 c) 7w a Title d I€ .� q (, (_ h I • o .� - s • \F V 6 i G * .'s.R}x1F?Sf h r . Size of Septic Tank _ t) au Type of S.A.S. �/ Description of Soil s (�(,i(� /I + bu ;�I f'� p:l KA0 a� "I lr.;. Nature of Repairs or Alterations(Answer when applicable) 11;;M A ,t 11AL11hlAX Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health:, ti Signed t, ,r - - _ = i Application Approved by Date Application Disapproved by Date v k 3 for the following reasons r Permit No. `�i(�� 'r"1)r3 Date Issued 7 -2- / THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO•CERTIFY,that the On-site Sewage pDy iisposal system Constructed{ ' ) Repaired( )��� Upgraded(� Abandoned )by �' i'd f to - - at ✓ , Ply r, M V1611 a has been constructed in accordance with the pro-Visions of Title 5 and the rfor �,DDiisno{sal System Construction Permit No.7,,6-Ll fd�3 dated (W l 1�i 1 'X I.L(,�11 t l ImDesigner Installer � #bedrooms 17 Approved design flow . gpd- The issuance of this permit shall not be construed as a guarantee that the system will functiofil as designed. Date ( / / Inspector '`(�! . . ^y y No. Fee r� .-- ,:. THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS -Disposal 6pstem Construction permit Permission is hereby granted to Construct( ) Repair( ) Upgrade(X Abandon( ) System located at , All � and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date j 1 ZJ L Approved by Town of Barnstable a� r Regulatory Services s t. Richard V.Scah,Interim Director • ■Ast9sraaLE,_ t Public Health Division. *bs¢ Thomas McKean,liirector 200 Main,Street,Hyannis,MA 0260.1 i, Office 508-862-4644 Fax:508-790-004 x Installer&Designer Ce 'r1i4g F, rg_,m Date:.4-29-21 Sewage Permit#2pa Assessor's MaplParcel 019-042 Designer: Cape&Islands Enj igeerina Inc. Installer Ouinn's Excavation&Sentic Address: 800 Falmouth Rd,Ste 301C Address: 39 Bog River.Bend. Mashpee,MA 02649 _ . . Mashpee,MA 02649, On I _ .. Kara Quinn ..was issued a permit to install a (date) _- (installer) septic system at 93 Crocker Neck Road,Cotuit. based on a design drawn by (address) Cape&Islands Engineer,Inc; dated 3-23-21 (designer) I certify that the.septic system referenced above was installed substautlally,according to the design,'which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank.Strip out(if required)was inspected and the soils were found.satisfactory. I certify that'the septic system referenced above was installed with major changes (i.e. greater than 1:0' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in,accordance with State &Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required)was inspected and the soils were found satisfactory. I certify that the systern referenced above was constructed in compliance with the terms of theT approval letters(if;applicahle) . ."WHEW c.Ca A (Installer's Sr ture) `r�tirrna�� esi is Si afore (Affix De'sioers Stamp Here) PLEASE,RE111RN TO BARNSTABLE PUBLIC HEALTH DIVISION. CER JFl_CATE OF COMPLIANCE WILL NOT:BE ISSUED UNTIL BOTH THLS FORM AND AS-BUILT CARD ARE RECEIVED BY THE HARNSTABLE PUBi:IC HE 'i.TN 11510N.TRAN P� I TOWN OF BARNSTABLE BOARD OF HEALTH ARTICLE II: MINIMUM STANDARDS FOR HUMAN HABITATION Date If Time: In Out Owner s 7) Tenant Y'^'Q_. Address c9C f Address / 3 f<24 Complia ce Remarks or Regulation# Yes NO Recommendations 2. Kitchen Facilities 3. Bathroom Facilities 4. Water Supply BWrrv .a... eL.� 5. Hot Water Facilities .�._.�..1� 6. Heating Facilities 7. Lighting and Electrical Facilities 8.Ventilation 9. Installation and Maintenance of Facilities 10. Curtailment of Service 11. Space and Use 12. Exits 13. Installation and Maintenance of Structural Elements 14. Insects and Rodents 15. Garbage and Rubbish Storage and Disposal 16. Sewage Disposal f 17. Temporary Housing g f��- to 18. Driveway Width r 19. Number of Tenants Observed PART II "�-tLm� 37. Placarding of Condemned Dwelling; Removal of Occupants; Demolition Number of Bedrooms Number of Vehicles Allowed (max) Number of Persons Allowed (max) �— Person(s) Interviewed Inspector If Public Building such as Store or Hotel/Motel specify here \I TOWN OF BARNSTABLE BOARD OF HEALTH f ARTICLE II: MINIMUM STANDARDS FOR HUMAN HABITATION Date . ` — I Time: In Out Owner Tenant &,�. Address Address Compliance Remarks or Regulation# Yes O Recommendations 2. Kitchen Facilities 3. Bathroom Facilities 4. Water Supply 5. Hot Water Facilities Approved: = _-_ 70 FiNI r1�^�w►' . 6. Heating Facilities 7. Lighting and Electrical Facilities 8. Ventilation 9. Installation and Maintenance of Facilities 10. Curtailment of Service 11. Space and Use 12. Exits 13. Installation and Maintenance of Structural Elements 14. Insects and Rodents 15. Garbage and Rubbish Storage and Disposal 16. Sewage Disposal 17. Temporary Housing till- 18. Driveway Width 19. Number of Tenants Observed PART II 37. Placarding of Condemned Dwelling; Removal of Occupants; Demolition Number of Bedrooms Number of Vehicles Allowed (max) Number of Persons Allowed (max) Person(s) Interviewed Inspector If Public Building such as Store or Hotel/Motel specify here LOCUS SCHEDULE OF ELEVATIONS 1 44 SEPTIC SYSTEM NOTES SEWAGE SYSTEM PROFILE & DETAILS NOTES: 1 1. FURNISH RISERS TO SET COVERS WITHIN 6 INCHES OF FINISH GRADE. DWELLING NOT TO SCALE 2. H-20 SEPTIC TANK,CHAMBERS AND DISTRIBUTION BOX(D-BOX),AND SCHEDULE 40 PVC PIPE THROUGHOUT. 1 FIRST FLOOR= 1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE STATE 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A TRENCH PERMIT FROM THE LOCAL MUNICIPALITY IN ENVIRONMENTAL CODE,TITLE 5(310 CMR 15.00),AND THE LOCAL BOARD OF 2 TOP OF FOUNDATION= HEALTH. 3 PIPE INV.AT FOUNDATION= 2 EXISTING WHICH THE WORK IS BEING PERFORMED. 2. THERE SHALL BE NO CHANGES MADE IN THIS PLAN WITHOUT THE WRITTEN ' pu 4 INV.OF PIPE AT SEPTIC TANK INLET= PERMISSION OF THE ENGINEER AND LOCAL BOARD OF HEALTH. 13 43.2 PROPOSED VENT,FINAL LOCATION '`'' ,x '': 5 INV.OF PIPE AT SEPTIC TANK OUTLET= RISER AND COVER TO BE SET TO a, 2 11 43.0-44.0 TO BE DETERMINED IN THE FIELD , 12 43.5 WITHIN 3"OF FINISHED GRADE& 3. ALL ERRORS,OMISSIONS,AND CHANGE OF CONDITIONS AT THE SITE SHALL BE 6 INV.OF PIPE AT D-BOX INLET= ; SERVE AS INSPECTION PORT 10 38.9 BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PERFORMING THE ** y 14 43.0 4 38.80 . ... RELATED WORK. ti g <. 7 INV.OF PIPE AT D-BOX OUTLET S=2%MINIMUM 8 INV.OF PIPE AT LEACHING FIELD INLET= t FILTER FABRIC 4. ALL DISTURBED AREAS ARE TO BE LOAMED,SEEDED AND MAINTAINED TO a "\, w a; \ \ 9 BOTTOM OF LEACHING FIELD= :s+a . �\� \ \ \ \\i�.\/\ \/�\ z PREVENT EROSION. .� i / /r �✓ \r\ \ \ \ 10 TOP OF STONE_ . ,.•. / / / ���/�///�/ M 5. FOR PROPER PERFORMANCE,SEPTIC TANK SHOULD BE INSPECTED AT LEAST 11 FINISHED GRADE OVER LEACHING FACILITY= -I /� / ONCE A YEAR AND WHEN THE TOTAL DEPTH OF SCUM AND SOLIDS EXCEEDS H-20 D-BOX w¢ \r 15'MIN.BREAKOUT GRADE WITH SPEED FIRST 2'SHALL ¢ o> 1/3 THE LIQUID DEPTH OF THE TANK,THE TANK SHOULD BE PUMPED. � �$ 12 FINISHED GRADE OVER D-BOX= S=0.02 L=10' LEVELERS BE SET LEVEL v BACK FILL \ :.;; : .; O O o 72"MAX. 6. THIS SYSTEM HAS BEEN DESIGNED FROM DATA REVIEWED AND 13 FINISH GRADE OVER SEPTIC TANK= a .: _ a EL , 16 23f .. S=0.025 L=2' 5=0.02 L=3'-10' ' ¢ �`/�\/\ \ ACKNOWLEDGED BY THE MASS.D.E.P.AND THE LOCAL BOARD OF HEALTH; 14 FINISH GRADE AT FOUNDATION i AND CONFORMS WITH THE REQUIREMENTS OF THE STATE ENVIRONMENTAL o w ® EN ®Es -�_ \i� / CODE,TITLE 5.NO GUARANTEE OF PERFORMANCE IS EXPRESSED OR IMPLIED. 15 BOTTOM OF SEPTIC TANK= > © 0 ® ® �92 ? c7 LOCUS MAP NOT TO SCALE ;:_: - P a , ®� ® ® ®® "' W 16 TOP OF CELLAR FLOOR= ,. SCH.40 PVC TEES d L)s ©gg pi ® O O >= 7. TEST HOLE INFORMATION SHOWN HEREON IS LIMITED TO SOIL CONDITIONS •' w w w p p © ® p© O FOUND AT THAT PARTICULAR TEST HOLE LOCATIONS AND IS NOT CONSIDERED "' AN IMPLIED OR EXPRESSED WARRANTY OF SOIL CONDITIONS BEYOND LIMITS ih w o `r GAS BAFFLE 6 38.50 7 38.33 w PRECAST 500-GALLON CHAMBERS OF SUCH TEST HOLES. H-20 LOADING 3 39.0* CONTRACTOR SHALL REMOVE AND REPLACE 8. ALL ORGANIC AND UNSUITABLE MATERIAL MUST BE REMOVED FROM THE .:_ . : 8 38.13 UNSUITABLE MATERIAL ENCOUNTERED DURING AREA DIRECTLY UNDER AND 5 FEET BEYOND THE PROPOSED LEACHING '- 6"MIN.COMPACTED STABLE INSTALLATION NEAR LOCATION OF THE EXISTING FACILITY.THIS AREA MUST BE BACKFILLED TO THE ELEVATIONS INDICATED ON 15 34.22 PROPOSED SEPTIC TANK CRUSHED STONE BASE 9 36.13 4'OF NATURALLY OCCURRING CESSPOOL-REFER TO SEPTIC SYSTEM NOTE 8 THESE PLANS WITH SELECT ON-SITE OR IMPORTED SOIL MATERIAL, 1,500 GALLON,H-20 LOADING PERVIOUS MATERIAL CONSISTING OF CLEAN GRANULAR SAND OR OTHER GRANULAR MATERIAL, 12"INSIDE MINIMUM DIMENSION& FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES. 6"MINIMUM SUMP MIXTURES AND LAYERS SHALL NOT BE USED.THE FILL MATERIAL SHALL USE(3)500-GALLON CHAMBERS WITH DOUBLE WASHED CRUSHED STONE CONFORM TO THE STATE ENVIRONMENTAL CODE,TITLE 5-310 CMR SECTION *EXISTING BUILDING SEWER NOTES 24"AT ENDS&31"ALONG SIDES OF CHAMBER 15.255(3)AND SHALL HAVE PERCOLATION RATE OF BETWEEN TWO AND FIVE 1 -BUILDING SEWER PIPE INVERT ELEVATION TO BE CONFIRMED PRIOR TO CONSTRUCTION. EFFECTIVE DIMENSIONS:LENGTH=29.5',WIDTH=10.0',HEIGHT=2.0' MINUTES PER INCH,BEFORE AND AFTER PLACEMENT. 2-CONTRACTOR SHALL INTERCEPT EXISTING BUILDING SEWER AT FOUNDATION AND INSTALL 4"PVC PIPE TO DISCHARGE INTO NEW SEPTIC TANK. 9. ALL STONE MUST BE DOUBLE WASHED AND FREE FROM FINES AND ANY ORGANIC MATERIAL AND MUST HAVE LESS THAN 0.2 PERCENT MATERIAL FINER THAN A NUMBER 200 SIEVE. DESIGN DATA 10. THE DESIGNER HAS NOT BEEN RETAINED BY THE CLIENT TO CONSTRUCT OR DESIGN SUPERVISE THE CONSTRUCTION OF THE SYSTEM.THE CONTRACTOR IS RESPONSIBLE FOR MAKING ARRANGEMENTS FOR INSPECTION OF 1. TYPE OF ESTABLISHMENT:SINGLE FAMILY RESIDENCE INSTALLATION OF THE SYSTEM WITH THE LOCAL BOARD OF HEALTH. 2. SEWAGE SYSTEM DESIGN FLOW:110 GALLONS PER BEDROOM=110 x 2=220 GPD 11. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND 3. NOTE:THIS SEPTIC SYSTEM IS NOT DESIGNED FOR A GARBAGE GRINDER VERTICAL CONTROL OF ALL SYSTEM COMPONENTS. 4. SEPTIC TANK CAPACITY REQUIRED,MINIMUM OF 200%OF DESIGN FLOW OR 1,500 GAL. 12. TIGHT JOINT PIPING MATERIAL TO CONSIST OF POLYVINYL CHLORIDE(P.V.C.) =200%x 220 GALLON=440 GALLON(USE 1,500 GALLON TANK) SCHEDULE 40,UNLESS OTHERWISE NOTED. A- 5. DESIGN PERCOLATION RATE:ASSIGNED LESS THAN 2 MINUTES PER INCH 13. THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER FOR CONSTRUCTION 6. SOIL ABSORPTION SYSTEM TYPE:CHAMBER SYSTEM INSPECTION AFTER EXCAVATION FOR THE LEACHING BED(PRIOR TO THE 7. LEACHING AREA REQUIRED:MINIMUM 330 GPD/(0.74 GPD/S.F.,CLASS I SOIL)=446 S.F. PLACEMENT OF STONE)AND ALSO AFTER PLACEMENT OF PIPE&STONE PRIOR L TO BACKFILLING. LEGEND 8. LEACHING SYSTEM PROPOSED:29.5'LONG x 10.0'WIDE x 2'HIGH SYSTEM BOTTOM AREA PROPOSED=10'x 29.5' =295.0 S.F. 14. DESIGN ENGINEER SHALL CERTIFY CONSTRUCTION OF SYSTEM AND ■CB ------- CONCRETE BOUND MATERIALS INSTALLED.THE CONTRACTOR SHALL PROVIDE A SIEVE ANALYSIS ■SB ---- - -- STONE BOUND SIDE AREA PROPOSED=2 x(10'+29.5')x 2' =158.0 S.F. OF THE FILL MATERIAL REQUIRED. AN AS-BUILT PLAN SHALL BE SUBMITTED TO ORC ------- ROD CAP TOTAL AREA PROPOSED= =4510 S.F. THE LOCAL BOARD OF HEALTH UPON COMPLETION. OIP ------- IRON PIPE FOUND 9. LEACHING SYSTEM CAPACITY PROPOSED=453 S.F.x 0.74 GPD/S.F.=335 GPD 15. NO RUBBER TIRE CONSTRUCTION MACHINERY SHALL DRIVE OVER THE OT ------- TELEPHONE MANHOLE CBDH PROPOSED SEPTIC BED EXCAVATION DURING CONSTRUCTION. �\ 0 ------- UNKNOWN MANHOLE LOT 149A FOUND ® ------- CABLE TV MANHOLE (SERVICED BY 16. DIG-SAFE AND ALL OTHER NECESSARY AUTHORITIES SHALL BE NOTIFIED FOR ® -- METAL HYDRANT TOWN WATER) SOIL EVALUATOR'S LOG P# Perc-20-277 THE PROPER LOCATION OF EXISTING UTILITIES PRIOR TO ANY EXCAVATION. � ------- WATER SHUTOFF LIMITS OF SALTWATER ESTUARY SURFACE VENT 17. WATER SERVICE LINE SHALL BE LOCATED AND MARKED PRIOR TO ANY ® ------- WATERGATE ZONE OF CONTRIBUTION / 29.5'x 10'LEACHING Depth from surface Soil Texture Soil Color Soil Mottles Other Relative EXCAVATING AND 10'MIN.SETBACK DISTANCE FROM SAID SERVICE TO THE (DIGITIZED FROM TOWN OF /" Z Soil Horizon @) ------- WELL a SYSTEM FOR 330 GPD � in inches (USDA) (Munsel� and Depth Factors SEPTIC SYSTEM SHALL BE MAINTAINED. -- WATER METER PIT 1 BARNSTABLE MAPS) ® I REMOVE&REPLACE UNSUITABLE U_ APPROXIMATE LOCATION DEEP OBSERVATION HOLE TP#1, ELEVATION 43.7 18. ALL WATER LINES WITHIN 10'OF SEPTIC SYSTEM COMPONENTS SHALL BE ® -------- GAS GATE ` I _ SOILS WITHIN 5'OF SYSTEM AT a OF WATER SERVICE SLEEVED WITHIN A 2"HDPE TUBE OR 4"PVC SCHEDULE 40 PIPE. ® ------- CATCH BASIN SQUARE I S 450 26' 18" E CESSPOOL LOCATION 0-7 A SANDY LOAM 10 YR 5/2 ® ------- CATCH BASIN ROUND , 200.00' r / 7-24 B LOAMY SAND 10 YR 5/6 20%GRAVEL 19. SEPTIC SYSTEM INSPECTIONS ARE RECOMMENDED ON A YEARLY BASIS. ® ------- TRAFFIC CONTROL BOX I -¢- ------- TRAFFIC SIGNAL I x43.0 e 24-156 C MEDIUM SAND 10 YR 5/8 NO �� ------- UTILITY POLE ' ` ; W f (� DEEP OBSERVATION HOLE TP#2, ELEVATION 43.7 Q- ------- GUY POLE Cl) I �� v x / z / G1L 0-6 A SANDY LOAM 10 YR 5/2 E -- ------- GUY WIRE ` a ° 43.4x Q#` 30' ------- LIGHT POLE ) t `�� ' > >, \ ,U- z o 30" ` `IESSPOOL 0 10.0' 10.5 w O 6-20 B LOAMY SAND 10 YR 516 20/o GRAVEL ❑ EHH ------- ELECTRIC HANDHOLE o 1 ` BENCHMARK COVER 44•0 =' ❑ THH ------- TELEPHONE HANDHOLE ` ` ` o i \ w 20-156 C MEDIUM SAND 10 YR 5/8 NO � CONCRETE LANDING CORNER � x43.2 \ 4� � � > ❑ CHH ------- CABLE TV HANDHOLE ❑ HH ------- UNKNOWN HANDHOLE ELEVATION=43.9T NAVD$$ L-'' C) 30" O Y z PERCOLATION RATE_ <2 MINUTES/INCH IN C LAYER 20.$' _ w DEPTH TO GROUNDWATER=NONE ENCOUNTERED P ------- SIGN 1 e ` \ ,7 ", ". , .. � 10.3' o /0 w U w ADJUSTED HIGH GROUNDWATER= ESTIMATED AT ELEVATION 5 FEET(NAVD88) l\-Q ------- FLAGPOLE 0 , \ SEWER INV.=39.0' O N �a w m a OBSERVATIONS BY:RAUL LIZARDI-RIVERA,P.E. ------- CONIFEROUS TREE ( \ W , \ BULKHEAD 5 10.0' w Q u- WITNESSED BY:DON DESMARAIS,R.S. ------- DECIDUOUS TREE PARCEL 020097 ( LOT 149B \ \ o W DATE TESTED:DECEMBER 29,2020 ------- TREE STUMP \ `v o \ \ , , \ 20,000 S.F. l \ _ #93 p z w a�R ��i , GOLF COURSE v - o \ \ _ z DWELLING 5" �\ o otOr � ------ SHRUB (SERVICED BY \ rMi co FIN.FL EL.=44.6' _ -- w �°�` �, �3 � tH C`� ° -- CONIFEROUS SHRUB TOWN WATER) 1 \ \ ` WOOD STOOP o _ = f� y " ------- ELECTRIC METER �' , ` ` CONC.STOOPS o cr) v ,r CU. O --- --- SEWER CLEANOUT z 1 ` o w LOCAL UPGRADE APPROVAL REQUEST ' . # L - SQ ------- SEWER MANHOLE ' , , O f ti \\ .� x42.9 D-BOX 1 \ BYLAW TITLE 5 " - w , < n> rA NO. DESCRIPTION PROPOSED VARIANCE ` ® ci t , 4- ` /4. -- SEPTIC VENT , \ `� LAWN V REQUIRED REQUIRED • I `�C� TCc x ❑ --- --- UNKNOWN HANDHOLEFT. O' a --- N" t } \. \�' c 42-G O G O 1 * DEPTH BELOW GRADE-310 CMR 15.221(7) 31 T. 3 5.1 Fr. 2.1 Ff. O SEWER MANHOLE \ *SURFACE VENTING IS PROPOSED FOR THE SOIL ABSORPTION SYSTEM PER 310 CMR 15.405(1)(b). -- DRAIN MANHOLE--- LIGHT POST N d j 1 f GARAGE ti / ' ALSO,ALL PRECAST COMPONENTS PROPOSED AS H-20 LOADING CAPACITY.' U %--- ' , / o ------ POST I ) ` ``` ` CONCRETE 22„ 24" GRAVEL DRIVE STRIPS j fg ------- TEST PIT � � to � 40 22^ LAMP APRON -eHw ---EHw EXTREME HIGH WATER �; j / WATER SERVICE TO BE a POST ,/2� GENERAL NOTES MHW-�-MHW MEAN HIGH WATER / P m I \ / RELOCATED AND SLEEVED 10' w MLLW MEAN LOWER LOW WATER I M _D / x 41.0 / 42.4 NOTICE / ` POST& LOCATIONS ARE BASED ON AN"ON THE GROUND"INSTRUMENT SURVEY AND ELEVATIONS BASED ON THIS PLAN MAY NOT BE ADDED TO,DELETED FROM,OR ALTERED IN ANY WAY BY ANYONE OTHER THAN CAPE MLW MLW MEAN LOW WATER $ - i / 200.00' , 22 RAIL FENCE O THE NAVD 1988 DATUM.COORDINATE SYSTEM USED IS THE MA-MAINLAND COORDINATE SYSTEM, ISLANDS ENGINEERING,INC. TREE LINE \ 1*1 DATUM:NAD 83,UNITS:U.S.SURVEY FEET. UNLESS AND UTIL SUCH TIME AS AN ORIGINAL(RED)STAMP APEARS ON THIS PLAN NO PERSON OR CAN CABLE TV LINE t N 450 26' 18"W APPROXIMATE IP FOUND PERSONS,MUNICIPAL OR PUBLIC OFFICIAL MAY RELY TH E EINFORMAT ON CONTAINED HEREIN;AND THIS � COM COMMUNICATIONS LINE J j / LOCATION OF 29.5'x 10' ` THE FINISHED FLOOR ELEVATION(FIN.FL.EL.)SHOWN HEREON IS BASED ON AN ASSUMED 1"LOWER PLAN REMAINS HE PROPERTY OF CAPE AND ISLANDS ENGINEERING,INC. D D--•--D----- DRAIN LINE / j / - GAS SERVICE RESERVE AREA THAN THE SURVEYED THRESHOLD ELEVATION. AN INTERIOR INSPECTION OF BUILDINGS WAS NOT COPYRIGHT(C)BY CAFE&ISLANDS ENGINEERING,INC.ALL RIGHTS RESERVED _E-E E ELECTRIC LINE / / /_ e- _ _ , `�$ PERFORMED. OHW OVERHEAD WIRES l / o `� / ' 3/23121 CORRECT PROFILE GRADE AT FOUNDATION,ADD RESERVE RLR RLR OE OE OVERHEAD ELECTRIC I / LOT 148A % / /� ZONING DISTRICT:RF DATE DESCRIPTION +BY CHK -Err-Err- ELECTRIC/TELEPHONE (SERVICED BY \ PREPARED FOR: UE UE UNDERGROUND ELECTRIC TOWN WATER) PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION OF MINIMAL HAZARD X BY THE RICHARD T. &ANN D. STOYLE, TRS Err/C ELEC.ITELE/CATV D FEDERAL EMERGENCY MANAGEMENT AGENCY(FEMA),ON FLOOD INSURANCE RATE MAP NO. STOYLE FAMILY IRREVOCABLE TRUST -- F -- FIRE ALARM LINE 25001C0752J,WITH A MAP EFFECTIVE DATE OF JULY 16,2014. 201 CAIN AVENUE FM FM SEWER FORCE MAIN THIS LOT IS NOT LOCATED WITHIN A DEP APPROVED ZONE If WELLHEAD PROTECTION AREA. BRAINTREE, MA 02184 -G-G- GAS LINE IR IRRIGATION LINE THIS LOT IS NOT MAPPED WITHIN A MESA NATURAL HERITAGE AND ENDANGERED SPECIES AREA. PROJECT: RD RD ROOF DRAIN S s S SANITARY SEWER LINE THIS LOT IS LOCATED WITHIN THE RESOURCE PROTECTION OVERLAY DISTRICT. T T T TELEPHONE LINE 93 CROCKERS NECK ROAD OT OVERHEAD TELEPHONE LINE A PORTION OF THIS LOT IS LOCATED WITHIN THE SALTWATER ESTUARY PROTECTION DISTRICT. COTUIT, MASSACHUSETTS T/C TELEPHONE/CABLE TV w-- W WATER LINE DEED REFERENCE:BOOK 28876 PARCEL 311 STONE WALL SHEET NO.: 1 OF 1 DATE: JANUARY 4,2021 WET WETLAND LINE 0 20 50 100 PLAN REFERENCE: BOOK 94 PAGE 47 DRAWN BY: RLR/JVB CHECKED BY:MC --A --- FWR-A ZONE --B -- FWR-B ZONE OWNER: RICHARD T.&ANN D.STOYLE,TRS PREPARED BY: --V -- FWR V ZONE SCALE: 1" " 20' STOYLE FAMILY IRREVOCABLE TRUST -- FZ-- FLOOD ZONE 201 CAIN AVENUE --CB -- COASTAL BANK BRAINTREE,MA 02184 /' BLOCK WALL E N G I N E E: R I N G POST&RAIL FENCE SUMMERFIELD PARK STOCKADE FENCE 800 FALMOU 508.477.7272 PHONE x -x x MASHPEE,MAA 02649 P 9•PICKET ROW ROAD SUITE 301C 508.477.9072 FAX www.Ca eEn com xx xx CHAINLINK FENCE DRAWING TITLE: GUARDRAIL SEPTIC UPGRADE PLAN Lbw LIMIT OF WORK oop00000000000000o HAYBALE ROW (NO INCREASE INFLO" ASSESSORS INFORMATION: MAP 019 PARCEL 042 I