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Home My WebLink AboutSite Plan REV 4.9.2026LEGEND -_ 99 EXISTING CONTOUR -[991- PROPOSED CONTOUR 198.41 PROPOSED SPOT EL. TH1 TEST HOLE ® CATCH BASIN UTILITY POLE FIRE HYDRANT MO MANHOLE COVER GS SEWER COVER bGAS METER voo GAS SHUT OFF Gp LIGHT o MONITORING WELL �Qo WATER SHUTOFF C - GUY WIRE n n SIGN W WATER LINE G GAS LINE OHE OVERHEAD ELECTRIC T&E COMMUNICATIONS -X---X--- FENCE NOTE. NOT ALL SYMBOLS MAY APPEAR IN DRAWING MITIGATION CALCULATIONS: UNDER TOWN OF YARMOUTH WETLAND PROTECTION REGULATIONS SECTION 6.02 *0'-35' BUFFER (VARIANCE REQ. & EXISTING PROPOSED NET CHANGE PROPOSED MITIGATION AT (S.F.) (S.F.) (S.F.) MITIGATION COMMISSIONS DISCRETION) (S.F.) AREA OF STRUCTURES & POOLS 448 448 0 0 *AREA OF MINOR STRUCTURES (DECKS & 191 359 168 ***672 SHEDS) & HARDSCAPE TOTAL 0'-35' 639 807 168 ***672 35'-50' BUFFER EXISTING PROPOSED NET CHANGE PROPOSED (3:1 MITIGATION REQ.) (S.F.) (S.F.) (S.F.) MITIGATION (S.F.) AREA OF STRUCTURES & POOLS 385 385 0 0 AREA OF MINOR STRUCTURES (DECKS & 314 314 0 0 SHEDS) & HARDSCAPE TOTAL 35'-50' 699 699 0 0 50'-100' BUFFER EXISTING PROPOSED NET CHANGE PROPOSED (2:1 MITIGATION REQ.) (S.F.) (S.F.) (S.F.) MITIGATION (S.F.) **AREA OF STRUCTURES & POOLS 703 1,057 354 708 AREA OF MINOR STRUCTURES (DECKS & 1,208 1,320 112 224 SHEDS) & HARDSCAPE **TOTAL 50'-100' 1,911 2,377 466 1,412 TOTAL REQUIRED 1,412 S.F. + 672 S.F. = 2,084 S.F. REQUIRED MITIGATION 2,125 S.F. PROPOSED NOTES *PROPOSED MINOR STRUCTURES WITHIN THE 0'-35' BUFFER INCLUDES THE 127 S.F. OF WETLAND VEGETATION WHICH WAS REPLACED BY THE EXISTING BOARDWALK AND WILL REMAIN AS A MAINTAINED SALT TOLERANT FESCUE LAWN PATH ONCE THE BOARDWALK IS REMOVED. **AN ADDITIONAL 480 S.F. IS INCLUDED FROM THE PROPOSED 120 S.F. ADDITION APPROVED BY THE COMMISSION (SEE NOTE 28), THE 120 S.F. ADDITION IS NOT INCORPORATED INTO THE CALCULATIONS ***MITIGATION PROVIDED AT 4:1 N71 *06'44"W� 3.69 ENGINEER: PHELLYP T. TONIAL, SE #14955 WITNESS: BARRY LEWIS DATE:- 1 /7/2026 PERC. RATE = < 2 MIN/INCH CLASS ' SOILS ® UNSUITABLE SOIL ELEV. 1 opt ELEV. p" A SL 10YR 3/2 12" //// 14" C' 1 SiL 2.5Y 7/3 36" ;/// 7.0' 54„ C2 M/Cs 2.5Y 6/4 4 ELEV. 10.0' A SL 10YR 3/2 B SiL .5Y 7 5.5' C1 M JCS G-W ADJ. DATA: WELL: SDW-252R ZONE: A 2.5Y 6/4 ADJ: 1.5' DEC 2025 96" 1 12.0' 102" 1 1-5, GROUNDWATER ENCOUNTERED @ 50" EL. 5.85' n 01 <ONF TOWN OF YARMOUTH 67 PHEASANT COVE CIR r DB 12832 PG 77 TOWARD SITE EXCAVATION 2" X 2" X 36" WOOD POcT 8' MAX. C.C. MIRIFI SILT FENCE OR E WOOD STAKE WD. POST �I �I PLAN VIEW E 1'0 COIR FIBER WATTLE NTS i METHOD FOR JOINING SILT FENCE SECTIONS POSITION END POSTS TO OVERLAP AS SHOWN ABOVE, MAKING CERTAIN THAT FABRIC FOLDS AROUND EACH POST AT LEAST ONE TURN \ \\ NATURAL GRADE DRIVE POSTS TIGHTLY TOGETHER AND SECURE TOPS OF POSTS WITH CHORD OR WIRE TO PREVENT FLOW -THROUGH OF BUILT-UP EXCAVATED TRENCH SEDIMENT AT JOINT. COMPACTED BACKFILL NOTE: 1. EXCAVATE A 6" x 6" TRENCH ALONG SPECIFIED SILT FENCE LINE IMMEDIATELY AFTER CLEARING AND GRUBBING IS COMPLETE AND INSTALL SILT FENCE, 2. UNROLL SILT FENCE ONE SECTION AT A TIME. POSTS SHOULD BE POSITIONED ON DOWNSTREAM SIDE OF FENCE. 3. DRIVE POST INTO GROUND AND LAY THE TOE -IN FABRIC IN BOTTOM OF TRENCH. BACKFILL TRENCH, AND TAMP GROUND AS SHOWN IN DIAGRAM ABOVE. 4. REMOVE SILT AND DEBRIS BEFORE ONE FOOT ACCUMULATION OCCURS AT THE FENCE LINE. SILT FENCE INSTALLATION 1" = 1'- 0" f PROPOSED 2,125 S. F.,& MITIGATION (SEE NOTE 11) n / , DRIVILWAY EXTENSION COMMONWEALTH O/ABUTTER MASSACHUSETT TO PHEASANT COVE (P L NORTHEAST 63 ON PB 229 PG 3 ) DB 9738 PG 32 FXtSTNGG FARING S \ EXISTING BOARDWALK TO NOTE 9 I \ BE REMOVED /_('SEE NOTE 10) Ruvt,n 5 / HHLA5AN I EXISTING CLEARING SEE �< NOTE 9 1. DATUM IS 2. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 3. CONTRACTOR SHALL 13E RESPONSIBLE FOR CALLING DIGSAFE (811) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 4. EXISTING SEPTIC LOCATION PER TIE -CARD ON FILE WITH TOWN. 5. ALL ROOF RUNOFF TO BE DIRECTED TO GRAVEL DRIP EDGES OR ROOF DRYWELLS 6. FEMA FLOOD RESISTANT FOUNDATION DESIGN BY OTHERS, BASE FLOOD ELEVATION 14.0', DESIGN FLOOD ELEVATION 16.0'. 7. A DETERMINATION OF APPLICABILITY WAS ISSUED WITH A NEGATIVE DETERMINATION FOR THE PROPOSED 120 S.F. ADDITION ON 11/12/2025, THE REQUIRED 480 S.F. OF MITIGATION IS INCLUDED WITH THIS SITE PLAN. 8. NO INCREASE IN THE NUMBER OF BEDROOMS PROPOSED. 9. REFERENCE THE RESTORATION PLANTING PLAN PREPARED BY ENVIRONMENTAL LANDSCAPE SOLUTIONS, LLC DATED 8/4/2025 & THE DRAFT ENFORCEMENT ORDER HEARD AT THE CONSERVATION COMMISSION MEETING ON 4/17/2025. 10. THE BOARDWALK IS EXISTING AND UNPERMITTED, THE BOARDWALK AND ITS ASSOCIATED SONOTUBES ARE TO BE REMOVED, A SALT TOLERANT FESCUE LAWN WILL BE PLANTED IN PLACE OF 111E EXISTING BOARDWALK AND IS TO BE MAINTAINED FOR ACCESS. 11, REFERENCE PLANTING PLAN PREPARED BY DOWN CAPE ENGINEERING, INC. DATED 3/16/2026. 12. 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND PERIMETER OF DRAINAGE: TRENCH, DOWN TO SUITABLE SOIL LAYER. REPLACE WITH CLEAN MED. SAND, TO MEET SPECIFICATIONS OF 310 CMR 15.255(3). 13. WETLAND FLAGGED BY BRAD HALL OF BLH ENVIRONMENTAL CONSULTING 3/9/2026. 14. SOIL SAMPLING WAS PERFORMED BY BRAD HALL OF BLH ENVIRONMENTAL CONSULTING ON 4/8/2026, THE EXTENT OF THE SOIL SAMPLING AREA IS DEPICTED ON THE PLAN, THE PARENT MATERIAL UNDERLYING THE PROPERTY CONSISTS OF HARD SILTY -CLAYEY GLACIQLACUSTRINE DEPOSITS, TYPICALLY CLASSIFIED AS SILT LOAM, WHICH IS CONSISTENT WITH THE COLLECTED SOIL SAMPLES, SOIL COLORS RANGE FROM 10YR 2-2 TO 10YR 3-4 PER THE MUNSELL SOIL COLOR CHART, ALTHOUGH HYDRIC SOILS ARE PRESENT, THEY ARE CONSISTENT WITH THE EXISTING SOIL CONDITIONS PRESENT THROUGHOUT THE PROPERTY, ADDITIONALLY THE ABSENCE OF WETLAND VEGETATION SUPPORTS THE WETLAND BOUNDARY FLAGGED ON 3/9/2026. jN OF MASS9C DANIEL A. OJALA No.40980 SURVEY SCALE 1 "=2000'f ASSESSORS MAP 149 PARCEL 50 LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL. 14) & FLOOD ZONE VE (EL. 16) AS SHOWN ON COMMUNITY PANEL #25001 CO576J DATED 7/16/2014 SITE IS NOT WITHIN MASSDEP DESIGNATED NSA SITE IS NOT WITHIN STATE DESIGNATED ZONE II OWNER OF RECORD NAME: ANN K. WIGGINS ADDRESS: 1539 COUNTY ROAD 67 TOWN: BREMEN, AL 35033 REFERENCES DEED BOOK 28409 PAGE 21 PLAN BOOK 229 PAGE 31 ZONING SUMMARY ZONING DISTRICT: R-40 DISTRICT REQUIRED: EXISTING: PROPOSED: MIN. LOT SIZE 40,000 S.F. 16,295 S.F. UPLAND 16,295 S.F. UPLAND MIN. LOT FRONTAGE 150' 100' 100' MIN. FRONT SETBACK 30' 32.0' 32.0' MIN. SIDE SETBACK 20' 15.7' 15.7' (20.9' ADDITION) MIN. REAR SETBACK 20' - - MAX. BUILDING COVERAGE 25% 12.7% (2,068 S.F.) 15.7% (2,553 S.F.) MAX. BUILDING HEIGHT 35' <35' <35' SLOPE 0.5% MIN. (TRENCHES LEVEL) PERF. ADS-N-12- PLUS CUT w SLOTS WITH SKILLSAW E.O. RIB ry OR PURCHASE SLOTTED PIPE MIRAFI 140N TOP AND SIDES LT SECTION A -A 12"OH-20 HDPE PIPE 0 00o°d ° 0 e 0 0 o o, o °° o 00 d° 00 � 0 0 0 INV. LISTED , 1.5' 0 A j� 3 _ 3/4" - 1 1/2- WASHED STONE UNDERNEATH AND BESIDE PIPE WIDTH AND LENGTHS LISTED ADJ. G.W. EL. 7.35' DRAINAGE CROSS SECTION NOT TO SCALE N1 k 9 gmi[pw OF 191 PHEASANT COVE CIRCL,j YARMOUTHPORT,,, MA PREPARED - DATE: MARCH 4, 2026 REV: MARCH 16, 2026 (CONSERVATION COMMENTS ) REV: APRIL 9, 2026 (CONSERVATION COMMENTS ) H OF Ngssq Scale: 1 "= 20' 0 DANIELA. ti� _ OJALA0 EE70 20 30 40 50 FEET CIVIL No.1,6502 > ,p O � NAL DATE DANIEL A. OJALA, P.E., P.L.S. off 508-362-4541 fax 508-362-9880 1 T. downcape.com down cope eoIineerieig, inc. civil engineers land surveyors 939 Mcin Street ( R to 6A) SURVEY: NHO YARMOUTHPORT MA 02675 DRAFTED BY: PT CHECKED BY: 07-219 WIGGINS 2022 BLDG ONLY.DWG